See the following article for a detailed description of all options and their input:
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"value": "<p><strong>Load transferring devices</strong> contain two entities the base plate and single anchor. Let's start with the Base plate. To specify the position, a reference surface and edge must be selected. These define the origin of the coordinates from which the X and Y distances are measured. There are two shape definition options, Rectangular and Polygon.</p>\n<figure data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f525cda5-6fb0-4656-b554-83760c0b1cbf/3D%20Detail%20in%2024.1_8.png\" data-asset-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" data-image-id=\"11cd27f6-009d-4db7-8317-0f09336fca36\" alt=\"\"></figure>\n<p>The base plate is connected to the concrete element by a contact that transfers compressive stresses and, if the user chooses, can also transmit shear stresses. There are three shear transfer mechanisms that can be selected:</p>\n<ul>\n <li><strong>by friction</strong></li>\n <li><strong>by anchors</strong></li>\n <li><strong>by shear lug</strong></li>\n</ul>\n<p>The software does not allow you to combine these shear transfer mechanisms.</p>\n<p>For the option by friction, the design value of the friction coefficient needs to be entered. For the option by shear lug, the steel profile, including geometry and position, needs to be inputted.</p>\n<p>All the possible configuration of base plates can be found in the article: <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Base Plates Options</a>.</p>\n<p>The base plate can transmit either a point load or a group of forces. For a point load, the model can be loaded with six internal forces (Fx, Fy, Fz, Mx, My, and Mz) at any position on the base plate. For a group of forces, users can input the forces’ positions, intensities, and directions into a table, allowing for a general positioning on the base plate. It is important to mention that the base plate is point-loaded and doesn't have any stiffener or member welded on its upper face. Thus, for correct load distribution, it is important to use a relatively stiff base plate with relatively high thickness. Another option is to use <a data-item-id=\"b01780a3-d07a-4184-bc1a-29a87b138150\" href=\"\">Stub</a>, that handless the issue with the plate stiffness.</p>\n<p>A second load transfer device, the single anchor, can be added and interconnected with the base plate to create, for example, a base plate of the column anchored with four anchors (see the figure below). It is also possible to model separate anchors without a base plate.</p>\n<figure data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a3bed85a-cfe8-4e4e-8ff0-f583b813e845/3D%20Detail%20in%2024.1_9.png\" data-asset-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" data-image-id=\"173535b3-f5bc-4054-8097-28f3511f801f\" alt=\"\"></figure>\n<p>More information about the interconnection with the base plate can be found in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>\n<p>In terms of position and geometry, the anchors are referenced to the surface and edge of the block, including the determination of the relative position as with the base plate. Of course, it is possible to specify the length of the anchor in the concrete and the length above the concrete surface.</p>\n<figure data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/faa9fa38-dfc7-420c-8d12-59a0d69eb30d/3D%20Detail%20in%2024.1_10.png\" data-asset-id=\"d863d248-0da0-4d70-be58-409733d42f62\" data-image-id=\"d863d248-0da0-4d70-be58-409733d42f62\" alt=\"\"></figure>\n<p>The anchors are implemented in two variants:</p>\n<ul>\n <li>Cast-in-place </li>\n <li>Adhesive anchors</li>\n</ul>\n<p>For the Cast-in-place Reinforcement, the Bond strength is used according to EN 1992-1-1 chap. 8.4.2. In addition, it is possible to specify the Anchorage type for this type of anchor as for conventional reinforcement.</p>\n<p>For Adhesive anchors, it is possible to directly input the bond strength, which the user can find out from the technical data sheet of the applied adhesive mortar. Note that <strong>it is necessary to input the design value of the bond strength. </strong>The following <a data-item-id=\"28fda422-6776-422c-95fb-6a969235d0c0\" href=\"\">article</a> will help you find the value. </p>\n<figure data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09d0bd61-f206-4b5d-a968-5f34b828e48a/3D%20Detail%20in%2024.1_11.png\" data-asset-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" data-image-id=\"b48eec47-5b68-4835-8312-09aeb774a144\" alt=\"\"></figure>\n<p>See all anchors options in the article: <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Single Anchor Options</a></p>\n<p>A thorough description of the behavior of the interconnection between the anchor and base plate is described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>"
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"value": "<p>O CSFM 3D define o comportamento do betão com base na teoria da plasticidade de<strong> Mohr-Coulomb modificada</strong> para cargas monotónicas. O método <strong>considera as tensões principais do betão na compressão e as tensões da armadura (</strong><strong><em><sub>σsr</sub></em></strong><strong>) nas fissuras, negligenciando a resistência à tração do betão (corte de tensão), exceto o seu efeito de reforço na armadura (</strong><a data-item-id=\"3b2ffddf-80fb-4ad0-822b-89d98e3fee43\" href=\"\"><strong>reforço de tensão</strong></a><strong>).</strong></p>\n<p><strong><em><sub>σc1r</sub></em></strong><strong><em>, </em></strong><strong><em><sub>σc2r</sub></em></strong><strong><em>, </em></strong><strong><em><sub>σc3r</sub></em></strong> ≤<strong><em> 0 MPa</em></strong></p>\n<p>Os varões de reforço estão ligados aos elementos finitos do volume de betão através de elementos de ligação, permitindo o deslizamento entre o betão e o reforço. É de notar que o CSFM 3D <strong>não é adequado para simular betão simples</strong> devido à ausência de tensão, o que pode resultar em deformações enganadoras e divergência de modelos. De um modo geral, a teoria de Mohr-Coulomb inclui duas propriedades fundamentais que regem a evolução da superfície de plasticidade em compressão e parcialmente em tração: o ângulo de atrito interno <em>φ</em> e o parâmetro de coesão <em>c</em>. <strong>O CSFM 3D assume um ângulo de atrito interno nulo </strong>(Fig. 1e), conduzindo a um dimensionamento conservador devido à semelhança da superfície de plasticidade com o modelo de Tresca, que é independente do primeiro invariante de tensão.</p>\n<figure data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/893fb5c9-66fd-4188-a343-c6b088d0d26b/Main%20assumptions%203D.png\" data-asset-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" data-image-id=\"749c6949-1e95-4bb3-a7d6-c4d9e61543b7\" alt=\"\"></figure>\n<p><em>\\( \\textsf{\\textit{\\footnotesize{Fig. 1\\qquad Pressupostos básicos do CSFM 3D: (a) tensões principais no betão; (b) tensões na direção da armadura;}}}\\) \\( \\textsf{\\textit{\\footnotesize{(c) diagrama tensão-deformação do betão em termos de tensões máximas; (d) diagrama tensão-deformação da armadura}}\\) \\( \\textsf{\\textit{\\footnotesize{em termos de tensões nas fissuras e deformações médias; (e) círculos de Mohr para o modelo de betão em CSFM 3D; (f) tensão de corte da ligação - deslizamento}}\\) \\( \\textsf{\\textit{\\footnotesize{relação para verificações do comprimento de ancoragem.}}}\\)</em></p>\n<h4>Betão</h4>\n<p>O modelo de material apresentado é um modelo de plasticidade multi-superfície dado pela combinação dos modelos de Mohr-Coloumb e Rankine para carregamento monotónico. É importante notar que este modelo não aborda a descarga, pelo que as variáveis de estado não são armazenadas, como seria o caso nos modelos clássicos de plasticidade utilizados para cargas cíclicas.</p>\n<figure data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c818225e-7dac-4bd4-81f0-8ccbe2ee0200/Mohrs%20plasticity%20surfaces.png\" data-asset-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" data-image-id=\"2be61213-d2e5-4d37-80c1-67f0a7176b6f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 2\\qquad Mohr-Coulomb multi-surface plasticity model for friction angle 0 degree}}}\\]</em></p>\n<p>Como já foi referido, o modelo de material destina-se a ser utilizado em aplicações que calculam a resposta do betão armado (não é adequado para betão simples). Isto deve-se à exclusão do betão em tração. Por conseguinte, o modelo nem sequer é adequado para elementos estruturais em que as regras de dimensionamento do betão armado, tais como a taxa de armadura mínima, o espaçamento máximo entre barras, etc., não são cumpridas. Deve também ser acrescentado que, por razões de estabilidade numérica, é definida uma capacidade de tração muito pequena no modelo. A parte de tração é limitada por planos correspondentes ao modelo de Rankine.</p>\n<p>O modelo CSFM 3D no <em>IDEA StatiCa Detail</em> não considera um critério de rotura explícito em termos de deformações para o betão em compressão (ou seja, considera um ramo infinitamente plástico após a tensão de pico ser atingida). Esta simplificação não permite a verificação da capacidade de deformação das estruturas que roem à compressão. No entanto, a sua capacidade última é corretamente prevista quando o aumento da fragilidade do betão à medida que a sua resistência aumenta é considerado através do fator de redução<sub>𝜂𝑓𝑐</sub> definido no <em>fib</em> Model Code 2010 da seguinte forma:</p>\n<p>\\[f_{c,red} = \\eta _{fc} \\cdot f_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{{30}}}{{{f_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>onde:</p>\n<p><em><sub>fc</sub></em> é a resistência caraterística do cilindro de betão (em MPa para a definição de \\ <em>( \\eta_{fc} \\)</em>).</p>\n<p>A <em>fc</em><em><sub>,red</sub></em> é então comparada com a Tensão Principal Equivalente σc<em><sub>,eq</sub></em> no betão, que será definida mais tarde, naturalmente, com a consideração de todos os factores de segurança prescritos pelo código.</p>\n<p>Uma descrição detalhada do modelo de betão pode ser encontrada na seguinte ligação:</p>\n<ul>\n <li><a data-asset-id=\"ab4d6a64-e6e3-474a-a358-8ba882f37669\" href=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/efa87501-bbfc-4fef-abe1-bc1de8123991/Concrete%20material%20model%20designated%20for%203D%20version.pdf\"><strong>Modelo de material de betão para detalhe 3D</strong></a></li>\n</ul>\n<h4>Reforço</h4>\n<p>O diagrama bilinear tensão-deformação para varões de armadura, tal como definido pelos códigos de projeto (Fig. 1d), representa um modelo idealizado. Este modelo requer o conhecimento das propriedades básicas da armadura durante a fase de projeto, especificamente a classe de resistência e ductilidade. Em alternativa, os utilizadores têm a opção de definir uma relação tensão-deformação personalizada.</p>\n<p>A rigidez à tração é considerada através da modificação da relação tensão-deformação do varão de reforço nu para captar a rigidez média dos varões embebidos no betão (<sub>εm</sub>) (Fig. 1b).</p>\n<h4>Ancoragem</h4>\n<p>O deslizamento da ligação entre a armadura e o betão é introduzido no modelo de elementos finitos considerando a relação constitutiva simplificada rígida-perfeitamente plástica apresentada na (Fig. 1f), sendo <em><sub>fbd</sub></em> o valor de projeto (valor facturado) da tensão última da ligação especificada pelo código de projeto para as condições específicas da ligação.</p>\n<p>Este é um modelo simplificado com o único objetivo de verificar as prescrições de ligação de acordo com os códigos de projeto (i.e., ancoragem do reforço). A redução do comprimento de ancoragem quando se utilizam ganchos, laços e formas de barra semelhantes pode ser considerada através da definição de uma determinada capacidade na extremidade da armadura, como será descrito mais adiante.</p>\n<h4>Ancoragens</h4>\n<p>O elemento da ancoragem é definido como sendo capaz de transferir forças normais de tração ou compressão, bem como forças de corte, considerando também a rigidez à flexão. No entanto, apenas é avaliada a tensão normal nas ancoragens.</p>\n<p>Estão disponíveis dois tipos de ancoragens:</p>\n<ul>\n <li>Ancoragem adesiva</li>\n <li>Reforço no local</li>\n</ul>\n<p>O comportamento da armadura de betão armado é o mesmo que o da armadura clássica (tipo de ancoragem, ligação, etc.) <strong>. Para as ancoragens adesivas, é possível definir diretamente o valor de projeto da resistência da ligação.</strong> Este valor deve ser lido na ficha técnica do fabricante.</p>"
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"value": "<p>In the following chapter, we will take a look at how the Mohr-Coulomb theory is implemented in 3D CSFM. We will explain how the confinement effect (triaxial stress) is considered and how the Equivalent Principal Stress σ<em><sub>c,eq</sub></em> is calculated, which is used to determine the load-bearing capacity from the point of view of concrete.</p>\n<h3>Introduction to the theory</h3>\n<p>Mohr–Coulomb theory is a mathematical model describing the response of<strong> </strong>brittle materials, to shear and normal stress. Most of the classical engineering materials follow this rule in at least a part of their shear failure envelope. Generally, the theory applies to materials for which the compressive strength far exceeds the tensile strength.</p>\n<figure data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7282915e-1152-48e3-92ed-76a5464967cf/Mohr%20intro.png\" data-asset-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" data-image-id=\"0efd9940-94f4-4a5c-845f-4e8a444c8cc4\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 3\\qquad Mohr-Coulomb Plasticity Model }}}\\]</em></p>\n<p>In structural engineering, it is used to determine failure load as well as the angle of fracture for displacement of fracture surface in concrete and similar materials. Coulomb's friction hypothesis is used to determine the combination of shear and normal stress that will cause a fracture of the material. Mohr's circle is used to determine which principal stresses will produce this combination of shear and normal stress and the angle of the plane in which this will occur. According to the principle of normality, the stress introduced at failure will be perpendicular to the line describing the fracture condition. </p>\n<figure data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cd1f2b6a-98ff-4114-b442-f1ae9463d0c2/01.png\" data-asset-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" data-image-id=\"4962a8ef-007d-48ec-9fb5-8de7f68c9dc0\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 4\\qquad Meridian plane and tension cut-off}}}\\]</em></p>\n<p>It can be shown that a material failing according to Coulomb's friction hypothesis will show the displacement introduced at failure forming an angle to the line of fracture equal to the angle of friction. This makes the strength of the material determinable by comparing the external mechanical work introduced by the displacement and the external load with the internal mechanical work introduced by the strain and stress at the line of failure. By conservation of energy, the sum of these must be zero and this will make it possible to calculate the failure load of the construction.</p>\n<h3>Implementation in 3D CSFM</h3>\n<p>In general, for a given angle of internal friction of the concrete, which is around <em>φ = 30-40° </em>in Reference [1], [2], [3], [4], the tensile and compressive strengths of the concrete Mohr's circles can be constructed as in Figure 5.</p>\n<figure data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7ca2aece-2d9e-4ac9-a3e2-fb9938b610e0/Mohrs%20circles%20for%20real%20concrete.png\" data-asset-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" data-image-id=\"f0359fcd-2033-4b19-a6dd-154dc0bbfa82\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 5\\qquad Mohr's circles for concrete}}}\\]</em></p>\n<p>Where <em>f</em><em><sub>c</sub></em> is concrete strength in compression, <em>f</em><em><sub>ct</sub></em> is concrete strength in tension, <em>φ</em> is the angle of internal friction, and σ<em><sub>c</sub></em><sub>1</sub><em>, </em>σ<em><sub>c</sub></em><sub>3</sub> are the principal stresses of concrete under triaxial compression.</p>\n<p>It can be noticed that as the principal stress σ<em><sub>c</sub></em><sub>3</sub> increases, the maximal possible difference between the values of σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub>, which we define as maximal σ<em><sub>c,eq</sub></em> (see below), also increases. This difference corresponds to twice the deviatoric stress defined in the literature as a radius of the mohr circles.</p>\n<p>In 3D CSFM implemented in IDEA StatiCa Detail, the angle of internal friction is considered as <em>φ = 0°, </em>as shown in Figure 6.</p>\n<figure data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a356c004-fcd0-4557-9209-da5d8264edae/Mohrs%20circles%20for%20concrete%20in%20Detail.png\" data-asset-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" data-image-id=\"4ada49d8-d60e-44d9-a343-a0b88366cb7a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 6\\qquad Mohr's circles for concrete implemented in IDEA StatiCa Detail}}}\\]</em></p>\n<p>The practical consequence of this implementation is that the maximum difference between σ<em><sub>c</sub></em><sub>3</sub> and σ<em><sub>c</sub></em><sub>1</sub> is constant as σ<em><sub>c</sub></em><sub>3</sub> increases. </p>\n<p><strong>Equivalent Principal Stress expresses the equivalent uni-axial stress for a general tri-axial stress state.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>The σ<em><sub>c,eq</sub></em> value can, therefore, be directly compared with uniaxial strength limits according to codes.</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} \\le 1\\]</p>\n<p>Where σ<em><sub>c</sub></em><sub>,lim</sub> is the design (factored) uniaxial strength of concrete <em>f</em><em><sub>c</sub></em>.</p>\n<p>Comparing Figure 5, where the real angle of internal friction is used, and Figure 6, which shows the Mohr-Coulomb theory implementation with zero angle of internal friction, it can be seen that the approach chosen for the calculations in Detail is very conservative for the assessment of triaxial stress state.</p>\n<p>For a better understanding of the areas affected by tri-axial compression stress, the expression of the increase of the effective material strength due to tri-axial compression has been added to the IDEA StatiCa Detail application as a ratio σ<em><sub>c</sub></em><sub>3</sub>/σ<em><sub>c,lim</sub></em>. You can find this ratio in the Strength code check.</p>\n<p>In the Auxiliary results, the user can also find the <em>κ</em> factor, which explains the tri-axiality in a different way. </p>\n<p>\\[\\kappa = \\frac{ \\sigma_{c3}}{ \\sigma_{c,eq}}\\]</p>\n<p>The concrete strength check can be then rewritten as:</p>\n<p>\\[\\frac{\\sigma_{c,eq} }{ \\sigma_{c,lim}} = \\frac{\\sigma_{c,3} }{ \\kappa \\cdot \\sigma_{c,lim}} \\le 1\\]</p>\n<p>It follows from the previous that if the element is under hydrostatic stress - σ<em><sub>c</sub></em><sub>3</sub>=σ<em><sub>c</sub></em><sub>2</sub>=σ<em><sub>c</sub></em><sub>1</sub>, the Equivalent Principal Stress σ<em><sub>c,eq</sub></em> will have the zero value, and the kappa factor will reach infinity.</p>\n<p>More can be found here: <a data-item-id=\"738c9a41-0902-4013-8dd7-87b062dea2a5\" href=\"\"><strong>Tri-axial stress – the active confinement effect</strong></a></p>"
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"value": "<h3>Equações de equilíbrio</h3>\n<p>A teoria das pequenas deformações permite a montagem da equação de equilíbrio com base no volume não deformado, utilizando uma abordagem de primeira ordem.</p>\n<figure data-asset-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" data-image-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c69bee50-7a44-4db5-82f1-11c8bfdb294b/05.png\" data-asset-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" data-image-id=\"dc9faa89-b191-44d3-b878-b79ed47c82b5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 7\\qquad Equações de equilíbrio e representação gráfica em elemento infinitesimal}}}\\]</em></p>\n<h3>Equações de compatibilidade</h3>\n<p>Um corpo sólido é constituído por volumes infinitesimais ou pontos materiais, cada um dos quais está interligado sem intervalos ou sobreposições. As condições matemáticas devem ser respeitadas para evitar a ocorrência de lacunas ou sobreposições quando um corpo contínuo sofre deformação.</p>\n<h3>Equações constitutivas</h3>\n<p>As equações constitutivas que regem o comportamento dos elementos 3D desempenham um papel fundamental na análise do comportamento dos materiais em mecânica estrutural. Estas equações são formuladas para acomodar o <strong>comportamento isotrópico</strong> não linear, que é válido para barras <strong>de blocos sólidos </strong>no IDEA StatiCa Detail.</p>\n<p>Quando se trata de uma <strong>parede 3D</strong>, é essencial ter em conta o <strong>comportamento </strong>ortotrópico ao longo da sua espessura, prestando especial atenção à tensão no betão devido à ausência de armadura transversal. A ortotropia é causada pela permissão da tensão no betão numa direção fora do plano. As propriedades do material, como o módulo de elasticidade e o coeficiente de Poisson, permanecem as mesmas.</p>\n<figure data-asset-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" data-image-id=\"e8a9a447-3458-470a-addd-709405e6ba22\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95c6d00e-0cfa-45e0-ac79-d367c7db7960/06.png\" data-asset-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" data-image-id=\"e8a9a447-3458-470a-addd-709405e6ba22\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 8\\qquad Matriz de conformidade isotrópica linearmente elástica}}}\\]</em></p>"
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"value": "<p>O modelo de análise de elementos finitos não linear (inelástico) é criado por vários tipos de elementos finitos utilizados para modelar o betão, a armadura e a ligação entre eles. Os elementos de betão e de armadura são inicialmente malhados de forma independente e depois interligados através de restrições multiponto (elementos MPC). Isto permite que o reforço ocupe qualquer posição não limitada aos nós da malha tetraédrica. Para verificar o comprimento da ancoragem, a ligação e a extremidade da ancoragem, são inseridos elementos de mola entre a armadura e os elementos MPC.</p>\n<figure data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4fdc48d7-668c-4525-8066-92c0cf98fec2/FE%203D%20model.png\" data-asset-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" data-image-id=\"4edc33ee-6deb-467c-a229-355e726e5505\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 10\\qquad Modelo de elementos finitos: elementos de reforço mapeados para a malha de betão utilizando elementos MPC e de ligação}}}\\]</em></p>\n<h4>Betão</h4>\n<p>O betão é analisado utilizando <strong>elementos tetraédricos mistos com rotações nodais</strong>. Os elementos tetraédricos permitem-nos criar malhas em regiões de qualquer topologia, enquanto a formulação implementada garante resultados de deformação precisos (sem tensões de corte espúrias, conhecidas como efeito de bloqueio de corte), mesmo para malhas grosseiras que não seriam adequadas para a formulação de elementos tetraédricos lineares.</p>\n<p>É utilizada a integração total. Isto significa que cada elemento está equipado com quatro pontos de integração situados dentro do volume. Esta integração produz um campo preciso de deformação e tensão, permitindo uma avaliação e apresentação suficientes dos resultados em todo o volume. Posteriormente, os critérios de paragem são estabelecidos com base no valor do ponto de integração.</p>\n<h4>Reforço</h4>\n<p>As armaduras são modeladas por elementos de \"barra\" 1D de dois nós (CROD), que apenas têm rigidez axial. Estes elementos são ligados a elementos especiais de \"ligação\" que foram desenvolvidos para modelar o comportamento de deslizamento entre um varão de reforço e o betão circundante. Estes elementos de ligação são posteriormente ligados por elementos MPC (multi-point constraint) à malha que representa o betão. Esta abordagem permite a criação de malhas independentes para a armadura e para o betão, enquanto a sua interligação é assegurada posteriormente.</p>\n<h4>Elementos de ligação</h4>\n<p>O comprimento de ancoragem é verificado através da implementação das tensões de corte de ligação entre os elementos de betão (3D) e os elementos do varão de reforço (1D) no modelo de elementos finitos. Para este efeito, foi desenvolvido o tipo de elemento finito \"ligação\".</p>\n<p>O elemento de ligação é definido como um elemento finito de casca ligado a elementos que representam a armadura pela primeira camada e pela segunda camada à malha de betão através de restrições multiponto (elementos MPC). É de notar que o elemento de ligação é sempre apresentado neste artigo com uma altura diferente de zero, que é, no entanto, definida como infinitesimal no modelo.</p>\n<p>O comportamento deste elemento é descrito pela tensão de ligação, <em><sub>τb</sub></em>, como uma função bilinear do deslizamento entre os nós superior e inferior, <em>δu</em>, ver (Fig. 11).</p>\n<figure data-asset-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" data-image-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a833cda6-cf17-4c1f-9f83-c345621c0267/14.png\" data-asset-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" data-image-id=\"248b8a69-ac53-4d77-ae02-42c07ac5fdb6\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 11\\qquad (a) Ilustração concetual da deformação de um elemento de ligação; (b) função de deformação de corte}}}\\]</em></p>\n<p>O módulo de rigidez elástica da relação ligação-deslizamento, <em>Gb</em>, é definido da seguinte forma:</p>\n<p>\\[G_b = k_g \\cdot \\frac{E_c}{Ø}\\]</p>\n<p><em><sub>kg</sub></em> coeficiente dependente da superfície do varão de reforço (por defeito, <em>kg</em> = 0,2)</p>\n<p><em><sub>Ec</sub></em> módulo de elasticidade do betão (tomado como <em>Ecm</em> no caso de EN)</p>\n<p>Ø o diâmetro do varão de reforço</p>\n<p>Os valores de cálculo (valores ponderados) da tensão última de corte da ligação, <em><sub>fbd</sub></em>, fornecidos nos respectivos códigos de cálculo selecionados EN 1992-1-1 ou ACI 318-19 são utilizados para verificar o comprimento da ancoragem. O endurecimento do ramo plástico é calculado por defeito como <em>Gb/105</em>.</p>\n<h4>Mola de ancoragem</h4>\n<p>O fornecimento de extremidades de ancoragem aos varões de reforço (i.e., curvas, ganchos, laços...), que cumprem as prescrições dos códigos de dimensionamento, permite a redução do comprimento de ancoragem básico dos varões<em>(lb</em><em><sub>,net</sub></em>) por um determinado fator β (referido como o \"coeficiente de ancoragem\" abaixo). O valor de projeto do comprimento de ancoragem<em>(lb</em>) é então calculado da seguinte forma:</p>\n<figure data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/92e32489-804f-495a-937e-40b647a0abf1/15.png\" data-asset-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" data-image-id=\"72456c32-3fb6-4671-91fa-f288cbc7e1fc\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 12\\qquad Modelo para a redução do comprimento de ancoragem: a) Força de ancoragem ao longo do comprimento de ancoragem de }}}\\] \\[ \\textsf{\\textit{\\footnotesize{a barra de reforço, b) lei constitutiva da força de ancoragem por deslizamento}}\\]</em></p>\n<p>A redução do comprimento de ancoragem é incluída no modelo de elementos finitos através de um elemento de mola na extremidade da barra (Fig. 12a), que é definido pelo modelo constitutivo apresentado na (Fig. 12b). A força máxima transmitida por esta mola<em>(</em><em><sub>Fau</sub></em>) é:</p>\n<p>\\[F_{au} = \\beta \\cdot A_s \\cdot f_{yd}\\]</p>\n<p>onde :</p>\n<p><em>β</em> o coeficiente de ancoragem baseado no tipo de ancoragem</p>\n<p><em><sub>Como</sub></em> a secção transversal do varão de reforço</p>\n<p><em><sub>fyd</sub></em><em> </em>o valor de projeto (valor calculado) da tensão de cedência da armadura</p>"
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"value": "<h3>Placa de base</h3>\n<p>A placa de base é modelada como um elemento de casca linear. O material de aço utilizado para as placas de base é definido no separador Materiais. A única propriedade física é o módulo de elasticidade <em>E</em>.</p>\n<figure data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/371f790c-72d7-49be-8247-ade39e45d4d9/Linear%20steel.png\" data-asset-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" data-image-id=\"26c9d9a5-1064-44e2-8707-eb635d75347f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 13\\qquad A definição do material da placa de base}}}\\]</em></p>\n<p>A placa de base pode ser carregada por uma carga pontual (Fx, Fy, Fz, Mx, My, Mz) e por um grupo de forças (Fx, Fy, Fz), utilizado principalmente para carregar modelos exportados do IDEA StatiCa Connection. Note que as cargas pontuais e os momentos pontuais carregam diretamente o nó correspondente da placa de base. Isto significa que não há redistribuição, apenas pela rigidez da placa de base.</p>\n<p>Esta implementação permite importar efeitos de carga da Ligação IDEA StatiCa que são aplicados à placa de base na localização dos elementos finitos de soldadura individuais com o valor e a direção determinados a partir da tensão geral desse elemento finito de soldadura. Para mais informações, consulte o capítulo correspondente deste documento.</p>\n<p>O contacto apenas por compressão friccional é definido entre a placa de base e o betão. Para a <strong>transferência de cisalhamento</strong>, o utilizador pode escolher entre três opções:</p>\n<ul>\n <li><strong>Por ancoragens</strong></li>\n <li><strong>Por fricção</strong></li>\n <li><strong>Por olhal de cisalhamento</strong></li>\n</ul>\n<p>O software não permite a combinação destes mecanismos de transferência de cisalhamento.</p>\n<p><strong>O</strong> coeficiente<strong>de atrito</strong> deve ser introduzido como um valor projetado (calculado). No caso de a força de corte resultante <em><sub>Fxy</sub></em><em> </em>exceder a força de pressão <em><sub>Fz</sub></em> vezes o coeficiente de atrito <em>μ</em>, o cálculo pára e nem todas as cargas se aplicam ao modelo. A condição é escrita da seguinte forma:</p>\n<p>\\[\\frac {F_{xy}}{ \\mu \\cdot F_{z}}\\le 1\\]</p>\n<p>Isto pode ser visto no exemplo seguinte, onde são considerados dois casos de carga.</p>\n<ul>\n <li>LC1 - Tipo permanente - <sub>Fz</sub> = 100 kN</li>\n <li>LC2 - Tipo variável - <sub>Fx</sub> = 100 kN</li>\n</ul>\n<figure data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c9f5d8cb-31be-436c-881b-1ed934e28860/Friction%20-%20load%20input.png\" data-asset-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" data-image-id=\"2937e4c9-29aa-4613-9d4e-c44bbc628457\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 14\\qquad Entrada de carga para o exemplo que explica a transferência de corte por atrito}}}\\]</em></p>\n<p>No primeiro passo de cálculo, toda a carga permanente é aplicada. Em seguida, a carga variável é aplicada gradualmente até atingir o valor da carga de pressão vezes o coeficiente de atrito.</p>\n<figure data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e430f86d-007d-4b58-8ac3-6c561def378d/Friction%20-%20result.png\" data-asset-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" data-image-id=\"d506d242-bb4e-41a7-8847-3211617b017d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 15\\qquad Resultados do exemplo que explica a transferência de corte por atrito}}}\\]</em></p>\n<p>O gráfico da Figura 16 define o comportamento do contacto de atrito entre a placa de base e o betão.</p>\n<figure data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e64e31cd-772c-4b95-84c2-b3442e790aa6/Friction%20contact%20graph.png\" data-asset-id=\"19efc159-8105-4a48-b356-24e75616f28d\" data-image-id=\"19efc159-8105-4a48-b356-24e75616f28d\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16\\qquad Gráfico força-deslocamento que descreve o comportamento do contacto por atrito}}\\]</em></p>\n<p>O valor de <em>Fzμ</em> difere para cada incremento do cálculo, enquanto o valor da deformação de corte máxima <em><sub>uxy</sub></em> é constante.</p>\n<p>Se a força normal de compressão <em><sub>Fz</sub></em> e a força de corte <em><sub>Fxy</sub></em> forem introduzidas num tipo de caso de carga (por exemplo, apenas permanente), e a condição de <em><sub>Fxy</sub></em><em> / (</em><em><sub>Fzμ</sub></em><em>) ≤ 1</em> não for cumprida<em>, </em>não será aplicada qualquer carga ao modelo porque a condição não é cumprida em nenhum incremento do cálculo.</p>\n<p><strong>O olhal de corte</strong> está ligado à malha de betão por restrições que permitem apenas a compressão e a transferência de tensões normais.</p>\n<figure data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f5a88134-312b-4689-9bcd-a77eb0e834e3/Shear%20lug%20transfer.png\" data-asset-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" data-image-id=\"ae58f4f5-1a75-4eac-99f5-9964a720abe5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 17\\qquad Shear lug transferência do mecanismo de corte}}}\\]</em></p>\n<p>O lug de cisalhamento é modelado a partir de elementos de casca lineares, onde o módulo de elasticidade E define o material.</p>\n<p>Os resultados não são avaliados e apresentados para a placa de base, bem como para a barra de corte.</p>\n<h3>Ancoragens</h3>\n<p>Os elementos finitos que representam as ancoragens são modelados de forma a poderem transferir forças normais e de corte para o betão, tendo também em conta a rigidez à flexão das ancoragens. Para modelar o deslizamento entre a ancoragem e o betão circundante, são utilizados os mesmos elementos de ligação e MPC que para a armadura. A diferença é que, no caso das ancoragens adesivas, é possível especificar a resistência de projeto da ligação.</p>\n<p>As ancoragens podem ser interligadas com placas de base. Para esta interligação, é utilizada uma restrição totalmente não linear para ligar a extremidade da ancoragem a um nó da placa de base. Este elemento permite-nos controlar todos os graus de liberdade para garantir, por exemplo, que nenhuma pressão é transferida pelas ancoragens para a placa de base sem separação, ou que nenhum corte é transferido pela ancoragem ao modelar um olhal de corte, etc.</p>\n<p>As definições de<strong>interligação com a placa de base</strong> para ancoragens permitem ao utilizador controlar se a ancoragem será ligada à placa de base através das restrições mencionadas anteriormente e como.</p>\n<figure data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dc2938e5-b707-4f53-a0b6-b795bfef8d4d/Interconnection%20with%20base%20plate%20settings.png\" data-asset-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" data-image-id=\"c07375e3-202a-449e-a4ef-aa55f268fdee\" alt=\"\"></figure>\n<p>Na versão atual <strong>, apenas</strong> <strong>é suportado</strong> <strong>o contacto direto</strong> entre a placa de base e o betão <strong>.</strong></p>\n<p>A força de compressão não é transferida da placa de base para a ancoragem no caso de contacto direto. 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Por outro lado, para a transferência de cisalhamento utilizando ancoragens, este campo dá a opção de excluir algumas ancoragens da transferência de cisalhamento.</p>"
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"value": "<p>O modelo IDEA Statica Detail não tem de ser sempre modelado a partir do zero ou de um modelo. Existe também a opção de importar o modelo incluindo os efeitos de carga do IDEA StatiCa Connection. A geometria do bloco de betão, as ancoragens, a placa de base, os materiais e os efeitos de carga são transferidos.</p>\n<figure data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4d9e99b1-b39c-4b40-876a-1bb351b6f5c8/Connection%20export.png\" data-asset-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" data-image-id=\"10a571a8-c649-479f-a6a1-775847ff787b\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16\\qquad Cargas importadas do IDEA StatiCa Connection}}}\\]</em></p>\n<p>A placa de base é carregada por um grupo de forças determinado a partir da tensão geral de cada elemento finito das soldaduras que ligam a barra de aço e a placa de base.</p>\n<p>Uma vez que a definição dos componentes individuais é diferente em Ligação e Detalhe (por exemplo, a placa de base é modelada por um material linear em Detalhe, enquanto que em Ligação é modelada por um material plástico), haveria uma redistribuição diferente de cargas entre o contacto placa de base-betão e as ancoragens, ou entre as próprias ancoragens. Por outras palavras, haveria diferentes forças normais de tração nas ancoragens em Ligação e Detalhe. Por esta razão, as ancoragens são importadas desligadas para forças normais (na direção da ancoragem) da placa de base, e as ancoragens são carregadas diretamente com as forças de tração aplicadas. Além disso, as forças opostas que carregam a placa de base localizada no local da ancoragem devem ser adicionadas para colocar o modelo em equilíbrio. Estas duas forças opostas são apresentadas na Figura 16.</p>\n<p>No entanto, as forças de corte são transferidas pela interconexão da placa de base e da ancoragem (ou lug de corte, ou fricção). Este comportamento é possível porque existe uma restrição que liga a placa de base e a ancoragem, permitindo-nos controlar todos os graus de liberdade desta interligação.</p>"
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"value": "<h3>Betão - ULS</h3>\n<p>O modelo de betão implementado no 3D CSFM baseia-se nas leis constitutivas de compressão uniaxial prescritas pela EN 1992-1-1 para o dimensionamento de secções transversais, que apenas dependem da resistência à compressão. O diagrama parábola-retângulo especificado na norma EN 1992-1-1 Cl. 3.1.7 (1) (Fig. 15a) é utilizado por defeito no CSFM 3D, mas os projectistas podem também escolher uma relação elástica ideal plástica mais simplificada de acordo com a norma EN 1992-1-1 Cl. 3.1.7 (2) (Fig. 15b). A resistência à tração é negligenciada, tal como acontece no projeto clássico de betão armado.</p>\n<figure data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/48e6b672-8f00-481a-8f1c-87d1c46a175d/SS%20diagrams%20conc.png\" data-asset-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" data-image-id=\"b2fb51e7-b2de-4a4f-a36c-fe77b2c4d056\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig 15\\qquad Os diagramas tensão-deformação do betão para ULS: a) diagrama parábola-retângulo; b) diagrama bilinear}}}\\]</em></p>\n<p>A implementação do CSFM 3D no <em>IDEA StatiCa Detail</em> não considera um critério de rotura explícito em termos de deformações para o betão em compressão (ou seja, após a tensão de pico ser atingida, considera um ramo plástico com <sub>εcu2</sub> (<sub>εcu3</sub>) num valor de 5% enquanto a EN 1992-1-1 assume uma deformação última inferior a 0,35%). Esta simplificação não permite verificar a capacidade de deformação das estruturas que falham à compressão. No entanto, a sua capacidade última <em><sub>fcd</sub></em> de acordo com a EN 1992-1-1 3.1.3 é corretamente prevista quando o aumento da fragilidade do betão à medida que a sua resistência aumenta é considerado através do fator de redução \\ <em>(\\eta_{fc}\\)</em> definido no <em>fib</em> Model Code 2010 da seguinte forma:</p>\n<p>\\[f_{cd}={\\alpha_{cc}} \\cdot \\frac{f_{ck,red}}{γ_c} = {\\alpha_{cc}} \\cdot \\frac{\\eta _{fc} \\cdot f_{ck}}{γ_c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{{30}}}{{{f_{ck}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>onde:</p>\n<p><em><sub>αcc</sub></em> é o coeficiente que tem em conta os efeitos a longo prazo na resistência à compressão e os efeitos desfavoráveis resultantes da forma como a carga é aplicada. Está de acordo com a norma EN 1992-1-1 Cl. 3.1.6 (1). O valor por defeito é 1,0.</p>\n<p><em><sub>fck</sub></em> é a resistência caraterística do cilindro de betão (em MPa para a definição de \\ <em>( \\eta_{fc} \\)</em>).</p>\n<h3>Reforço</h3>\n<p>Por defeito, é considerado o diagrama tensão-deformação bilinear idealizado para os varões de reforço nus definido na EN 1992-1-1, secção 3.2.7 (Fig. 16). A definição deste diagrama requer apenas que as propriedades básicas da armadura sejam conhecidas durante a fase de projeto (classe de resistência e ductilidade). Sempre que conhecida, pode ser considerada a relação tensão-deformação efectiva da armadura (laminada a quente, trabalhada a frio, temperada e autotemperada, ...). O diagrama tensão-deformação da armadura pode ser definido pelo utilizador, mas, neste caso, é impossível assumir o efeito de enrijecimento por tração (é impossível calcular a largura da fenda). A utilização do diagrama tensão-deformação com um ramo superior horizontal não permite a verificação da durabilidade estrutural. Por isso, é necessária a verificação manual dos requisitos de ductilidade padrão.</p>\n<figure data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/47fb26f0-9509-403c-ac42-7d68821d59d1/Steel%20stress-strain%20diagram%20CSFM.PNG\" data-asset-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" data-image-id=\"ba3b27c3-ad63-46d8-b734-279c1a98639f\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 16 \\qquad Diagrama tensão-deformação da armadura: a) diagrama bilinear com um ramo superior inclinado; b) diagrama bilinear}}\\] \\[ \\textsf{\\textit{\\footnotesize{com um ramo superior horizontal.}}}\\]</em></p>\n<p>O reforço de tração (Fig. 17) é contabilizado automaticamente através da modificação da relação tensão-deformação de entrada do varão de armadura simples de forma a captar a rigidez média dos varões embebidos no betão (<em><sub>εm</sub></em>).</p>\n<figure data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111ff130-8480-486a-adca-4c0068bcf66e/Tension%20stiffening%20CSFM.PNG\" data-asset-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" data-image-id=\"4a23c310-98c5-488d-a3a0-2ec9064a2f61\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 17\\qquad Esquema de reforço de tensão.}}}\\]</em></p>"
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"value": "<p>O Método do Campo de Tensões Compatível está em conformidade com as normas de projeto modernas. Uma vez que os modelos de cálculo utilizam apenas propriedades de material padrão, o formato do fator de segurança parcial prescrito nas normas de dimensionamento pode ser aplicado sem qualquer adaptação. Desta forma, as cargas de entrada são factorizadas e as propriedades caraterísticas do material são reduzidas utilizando os respectivos coeficientes de segurança prescritos nas normas de dimensionamento, exatamente como na análise convencional do betão. Os valores dos coeficientes de segurança dos materiais prescritos na EN 1992-1-1 cap. 2.4.2.4 são definidos por defeito, mas o utilizador pode alterar os coeficientes de segurança nas definições de Código e cálculo (Fig. 18).</p>\n<figure data-asset-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" data-image-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4cadae4a-9a8a-4f9b-935c-51395116ed4e/Material%20factors.png\" data-asset-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" data-image-id=\"7b26aa26-7ec4-4296-9296-645d3d6041b5\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 18\\qquad A configuração dos coeficientes de segurança dos materiais no Idea StatiCa Detail.}}}\\]</em></p>\n<p>Os coeficientes de segurança das cargas têm de ser definidos pelo utilizador em Regras de combinação para cada combinação não linear de casos de carga (Fig. 19). Para todos os modelos implementados no <a data-item-id=\"b4790cf9-a605-45b3-b41b-e36909ad4291\" href=\"\">Idea StatiCa Detail</a>, os coeficientes de segurança parciais já estão predefinidos.</p>\n<figure data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2d2607d1-29e9-4dfd-80ef-db2ba7d172bf/Combination%20factors.png\" data-asset-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" data-image-id=\"99632028-f378-4338-b74b-bef12aec3f6a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 19\\qquad A definição dos factores parciais de carga em Idea StatiCa Detail.}}}\\]</em></p>\n<p>Utilizando combinações adequadas de coeficientes de segurança parciais definidas pelo utilizador, os utilizadores também podem calcular com o CSFM 3D utilizando o método do coeficiente de resistência global (Navrátil, et al. 2017), mas esta abordagem quase nunca é utilizada na prática de dimensionamento. Algumas orientações recomendam a utilização do método do fator de resistência global para análises não lineares. No entanto, em análises não lineares simplificadas (como o 3D CSFM), que apenas requerem as propriedades do material que são utilizadas em cálculos manuais convencionais, é ainda mais desejável utilizar o formato de segurança parcial.</p>"
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"value": "<p>As diferentes verificações exigidas pela norma EN 1992-1-1 são avaliadas com base nos resultados diretos fornecidos pelo modelo. As verificações ULS são efectuadas para a resistência do betão, a resistência das armaduras e a ancoragem (tensões de corte da ligação).</p>\n<p>A <strong>resistência do betão</strong> à compressão é avaliada como o rácio entre a tensão principal equivalente máxima σc<em><sub>,eq </sub></em>obtida da análise de EF e o valor limite σc<em><sub>,lim</sub></em> = <em><sub>fcd</sub></em>.</p>\n<p><strong>A tensão principal equivalente expressa a tensão uni-axial equivalente para um estado de tensão tri-axial geral.</strong></p>\n<p>\\[\\sigma_{c,eq} = \\sigma_{c3} - \\sigma_{c1}\\]</p>\n<p>O valor σc<em><sub>,eq</sub></em> pode, portanto, ser diretamente comparado com os limites de resistência uniaxial de acordo com 1992-1-1 Cl. 3.1.7 (1).</p>\n<p>Esta expressão é derivada da implementação da teoria da plasticidade de Mohr-Coulomb, assumindo conservadoramente o ângulo de atrito interno φ <em>= 0°.</em></p>\n<p>A <strong>resistência da armadura</strong> é avaliada tanto em tração como em compressão como a relação entre a tensão na armadura nas fissuras <em><sub>σsr</sub></em> e o valor limite especificado σs<em><sub>,lim</sub></em>:</p>\n<p>\\(σ_{s,lim} = \\frac{k \\cdot f_{yk}}{γ_s}\\qquad\\qquad\\textsf{\\small{para diagrama bilinear com ramo superior inclinado}}\\)</p>\n<p>\\(σ_{s,lim} = \\frac{f_{yk}}{γ_s}\\qquad\\qquad\\,\\,\\,\\,\\,\\textsf{\\small{para diagrama bilinear com ramo superior horizontal}}\\)</p>\n<p>em que:</p>\n<p><em><sub>fyk</sub></em> é a tensão de cedência da armadura de acordo com a norma EN 1992-1-1 Cl. 3.2.3,</p>\n<p><em>k</em> é o rácio entre a resistência à tração<em><sub>ftk</sub></em> e a tensão de cedência,<br>\\(k = \\frac{f_{tk}}{f_{yk}}\\)</p>\n<p><em>γs</em><sub> é </sub>o fator de segurança parcial para o reforço.</p>\n<p>A <strong>tensão de corte da ligação</strong> é avaliada independentemente como o rácio entre a tensão da ligação <em><sub>τb</sub></em> calculada pela análise de EF e a resistência final da ligação <em><sub>fbd</sub></em><sub>,</sub> de acordo com a norma EN 1992-1-1 cap. 8.4.2:</p>\n<p>\\[\\frac{τ_{b}}{f_{bd}}\\le 1\\]</p>\n<p>\\[f_{bd} = 2,25 \\cdot η_1\\cdot η_2\\cdot f_{ctd}\\]</p>\n<p>em que:</p>\n<p><em><sub>fctd</sub></em><sub> </sub>é o valor de projeto da resistência à tração do betão de acordo com a norma EN 1992-1-1 Cl. 3.1.6 (2). Devido à fragilidade crescente do betão de resistência mais elevada, <em>fctk</em><em><sub>,0.05</sub></em><sub> </sub>é limitado ao valor para C60/75 de acordo com a norma EN 1992-1-1 Cl. 8.4.2 (2)</p>\n<p><sub>η1</sub> é um coeficiente relacionado com a qualidade da condição de ligação e a posição da barra durante a betonagem (Fig. 31).</p>\n<p><sub>η1</sub> = 1,0 quando se obtêm \"boas\" condições e</p>\n<p><sub>η1</sub> = 0,7 para todos os outros casos e para barras em elementos estruturais construídos com formas deslizantes, a menos que se possa demonstrar que existem \"boas\" condições de ligação</p>\n<p><sub>η2</sub> está relacionado com o diâmetro da barra:</p>\n<p><sub>η2</sub> = 1,0 para Ø ≤ 32 mm</p>\n<p><sub>η2</sub> = (132 - Ø)/100 para Ø > 32 mm</p>\n<figure data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7aa307dc-3cd6-4d42-8dd8-d0ff97994677/Bond%20conditions.PNG\" data-asset-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" data-image-id=\"c6ca9e31-4172-4034-a8b0-cdb2ad98d82a\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 20\\qquad EN 1992-1-1 Figura 8.2 - Descrição das condições de ligação.}}}\\]</em></p>\n<p>No IDEA StatiCa Detail, as condições de ligação são tidas em conta de acordo com a Fig. 20 c) e d). A direção da betonagem pode ser definida na aplicação para cada item do projeto da seguinte forma:</p>\n<figure data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e00845bc-3d60-4315-a8b3-67d4a52666a4/Direction%20of%20concreting.png\" data-asset-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" data-image-id=\"8a2ed21c-590e-4061-8c46-c5cc4c60ade1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 21\\qquad Direção de betonagem}}}\\]</em></p>\n<p>Estas verificações são efectuadas em relação aos valores-limite apropriados para as respectivas partes da estrutura (isto é, apesar de haver uma única classe para o betão e para o material de reforço, os diagramas finais de tensão-deformação serão diferentes em cada parte da estrutura devido aos efeitos de enrijecimento por tração e amolecimento por compressão).</p>\n<p><strong>Força total </strong><strong><em><sub>Ftot</sub></em></strong><strong> e força limite </strong><strong><em><sub>Flim</sub></em></strong></p>\n<p>A força total <strong><em><sub>Ftot</sub></em></strong> é o resultado da análise de elementos finitos e pode ser definida de duas formas.</p>\n<p>\\[F_{tot}=A_{s}\\cdot \\sigma_{s}\\]</p>\n<p>onde<em><sub>As</sub></em> é a área da barra de reforço e <em><sub>σs</sub></em> é a tensão na barra.</p>\n<p>Ou como uma soma da força de ancoragem<em><sub>Fa e </sub></em>da força de ligação <em><sub>Fbond</sub></em><em>.</em></p>\n<p>\\[F_{tot}=F_{a}+F_{bond}\\]</p>\n<p>em que<em><sub>Fa</sub></em> é a força real na mola de ancoragem e <em><sub>Fbond</sub></em> é a força de ligação que pode ser obtida através da integração da tensão de ligação <em><sub>τb</sub></em> ao longo do comprimento da barra de reforço <em>l.</em></p>\n<p>\\[F_{bond}=C_{s} \\cdot \\int_{0}^{l}\\tau_{b}\\left( x \\right)dx\\]</p>\n<p><sub>Cs</sub> é a circunferência do varão de reforço.</p>\n<p>A força limite<strong><em><sub>Flim</sub></em></strong> é a força máxima no elemento do varão considerando a <strong>resistência última</strong> do varão e também <strong>as condições de ancoragem </strong>(ligação entre o betão e a armadura e ganchos de ancoragem, laços, etc.).</p>\n<p>\\[F_{lim}=min\\left( F_{lim,bond}+F_{au},F_{u} \\right)\\]</p>\n<p>\\[F_{u}=k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{au}=\\beta\\cdot k\\cdot f_{yd}\\cdot A_{s}\\]</p>\n<p>\\[F_{lim,bond}=C_{s}\\cdot l \\cdot f_{bd}\\]</p>\n<p>em que <sub>Cs</sub> é a circunferência da barra de reforço e <em>l</em> é o comprimento desde o início da barra de reforço até ao ponto de interesse.</p>\n<figure data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1a6bbdca-e56b-47e1-a85f-00d4317689a8/Flim.png\" data-asset-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" data-image-id=\"d3675eaf-0adb-4512-9366-58e4bdf171b1\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 22\\qquad Definição da força limite Flim}}\\]</em></p>\n<p>\\[F_{lim,2}=F_{lim,1}+F_{lim,add}\\]</p>\n<p>em que<em><sub>Flim,add</sub></em> é a força adicional calculada a partir da magnitude do ângulo entre elementos vizinhos.<em><sub>Flim,2</sub></em> deve ser sempre inferior a<em><sub>Fu</sub></em>.</p>\n<p>Os <strong>tipos de ancoragem</strong> disponíveis no CSFM 3D incluem uma barra reta (i.e., sem redução da extremidade da ancoragem), curva, gancho, laço, barra transversal soldada, ligação perfeita e barra contínua. Todos estes tipos, juntamente com os respectivos coeficientes de ancoragem β, são apresentados na Fig. 23 para a armadura longitudinal e na Fig. 24 para os estribos. Os valores dos coeficientes de ancoragem adoptados estão de acordo com a norma EN 1992-1-1, secção 8.4.4 Tab. 8.2. É de notar que, apesar das diferentes opções disponíveis, o CSFM 3D distingue três tipos de extremidades de ancoragem: (i) nenhuma redução no comprimento da ancoragem, (ii) uma redução de 30% do comprimento da ancoragem no caso de uma ancoragem normalizada, e (iii) ligação perfeita.</p>\n<figure data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b16975dc-aeea-4e7e-bfc7-23a8f8b28c7e/Available%20anchorage%20types%20for%20longitudinal%20rebars.png\" data-asset-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" data-image-id=\"a4b32213-4a43-4c1d-a3c3-21d42d5dfbad\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 23\\qquad Tipos de ancoragem disponíveis e respetivos coeficientes de ancoragem para varões de reforço longitudinal no CSFM 3D:}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{(a) varão reto; (b) dobra; (c) gancho; (d) laço; (e) varão transversal soldado; (f) ligação perfeita; (g) varão contínuo.}}}\\]</em></p>\n<figure data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/86ffb525-5912-4a7f-9576-fff17481b7a1/Available%20anchorage%20types%20for%20stirrups.png\" data-asset-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" data-image-id=\"ec5159ea-3a7f-43fa-a807-a217b79d6cc9\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 24\\qquad Tipos de ancoragem disponíveis e respectivos coeficientes de ancoragem para estribos.}}}\\]</em></p>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Estribos fechados: (a) gancho; (b) dobra; (c) sobreposição. Estribos abertos: (d) gancho; (e) barra contínua.}}}\\]</em></p>\n<p>Para cumprir a norma EN 1992-1-1, a mola de ancoragem deve ser utilizada no cálculo, a mola de ancoragem é modificada pelo coeficiente β, pelo que o utilizador deve utilizar um dos tipos de ancoragem disponíveis ao definir as condições de início e fim da armadura.</p>"
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"value": "<h3>Betão - Resistência</h3>\n<p>O modelo de betão implementado para o cálculo da resistência no CSFM baseia-se na curva tensão-deformação parabólica-plástica para o betão baseada na curva tensão-deformação parabólica da Portland CementAssociation descrita nas Notas da PCA sobre os requisitos do código de construção ACI 318-99 para betão estrutural, Figura 6-8. A resistência à tração é negligenciada, tal como acontece no projeto clássico de betão armado.</p>\n<figure data-asset-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" data-image-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/dade5431-c749-41c4-a9be-e4e5ebb96462/SS%20diagrams%20conc%20-%20ACI.png\" data-asset-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" data-image-id=\"839fc455-78ea-4fa5-b0a2-d05127192ead\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 38\\qquad O diagrama tensão-deformação do betão para análise de resistência}}}\\]</em></p>\n<p>A implementação do CSFM no <em>IDEA StatiCa Detail</em> não considera um critério de rotura explícito em termos de deformações para o betão à compressão (ou seja, após a tensão de pico ser atingida, considera um ramo plástico com <sub>εc0</sub> no valor máximo de 5%, enquanto o ACI 318-19 Cl. 22.2.2.1 assume uma deformação final inferior a 0,3%). Esta simplificação não permite verificar a capacidade de deformação das estruturas que falham à compressão. No entanto, a resistência é corretamente prevista quando se considera o aumento da fragilidade do betão à medida que a sua resistência aumenta, através do fator de redução \\ <em>(\\eta_{fc}\\)</em> definido no <em>fib</em> Model Code 2010 da seguinte forma:</p>\n<p>\\[f'_{c,lim}=\\alpha_{1}\\cdot\\phi_{c}\\cdot \\eta _{fc}\\cdot f'_{c}\\]</p>\n<p>\\[{\\eta _{fc}} = {\\left( {\\frac{{{30}}}{{{f'_{c}}}}} \\right)^{\\frac{1}{3}}} \\le 1\\]</p>\n<p>em que:</p>\n<p><sub>α1</sub> é o fator de redução da resistência à compressão do betão definido no ACI 318-19 Cl. 22.2.2.4.1. Quando se utiliza um diagrama tensão-deformação parábola-retângulo, é necessário reduzir a tensão de compressão máxima por este fator. Isto faz com que a distribuição de tensões na zona de compressão seja a média, de modo a que a resistência à compressão resultante seja menor ou igual à resistência à compressão calculada utilizando um diagrama tensão-deformação com um ramo plástico decrescente<em>.</em></p>\n<p><em>Φc</em><em><sub>é </sub></em>o fator de redução da resistência do betão. O valor por defeito é definido de acordo com a Tabela 24.2.1 (b)(f) do ACI 318-19.</p>\n<p><em>f'</em><em><sub>c</sub></em> é a resistência do cilindro de betão (em MPa para a definição de \\ <em>( \\eta_{fc} \\)</em>).</p>\n<h3>Reforço</h3>\n<p>Considera-se um diagrama tensão-deformação perfeitamente elasto-plástico com um ponto de cedência definido para a armadura sem pré-esforço. Ver ACI 319-19 CL. 20.2.1. A definição deste diagrama requer apenas que as propriedades básicas da armadura sejam conhecidas - resistência e módulo de elasticidade.</p>\n<p>O diagrama tensão-deformação da armadura também pode ser definido pelo utilizador, mas, neste caso, é impossível assumir o efeito de rigidez à tração.</p>\n<figure data-asset-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" data-image-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/77dadff9-85d4-402e-94e5-a3725f908933/Steel%20stress-strain%20diagram%20CSFM%20-%20ACI.png\" data-asset-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" data-image-id=\"2d9c6401-28af-4bfe-bc92-1d6f830f7c93\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 42 \\qquad Diagrama tensão-deformação do reforço}}}\\]</em></p>\n<p>onde:</p>\n<p><em>Φs</em><em><sub>é </sub></em>o fator de redução de resistência para o reforço. Onde o valor predefinido é definido de acordo com a Tabela 24.2.1 do ACI 318-19.</p>\n<p><em><sub>fy</sub></em> é a tensão de cedência da armadura</p>\n<p><em><sub>Es</sub></em> módulo de elasticidade da armadura</p>\n<p>10% é selecionado como a deformação limite na qual o cálculo é interrompido. Este valor é considerado seguro com base no artigo 7 da norma ASTM A955/A955M-20c.</p>\n<p>A rigidez à tração (Fig. 43) é contabilizada automaticamente através da modificação da relação tensão-deformação de entrada do varão de reforço nu, de modo a captar a rigidez média dos varões embebidos no betão (<em><sub>εm</sub></em>).</p>\n<figure data-asset-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" data-image-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c045fcb6-32c6-4a92-aa15-24530fb11484/Tension%20stiffening%20CSFM%20-%20ACI.png\" data-asset-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" data-image-id=\"c9add949-2ad5-4922-8e6c-0d75fb47cb70\" alt=\"\"></figure>\n<p><em>\\[ \\textsf{\\textit{\\footnotesize{Fig. 43\\qquad Esquema de reforço de tensão.}}}\\]</em></p>"
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"value": "<h1>Dimensionamento estrutural de descontinuidades 3D de betão no IDEA StatiCa Detail</h1>\n<h2>Introdução ao método 3D CSFM</h2>\n<p><a href=\"#general-introduction\">Introdução geral para o dimensionamento estrutural de detalhes 3D de betão</a><br><a href=\"#main-assumptions-and-limitations\">Principais hipóteses e limitações</a><br><a href=\"#mohr-coulomb-plasticity-theory-implementation-in-3D-CSFM\">Implementação da teoria da plasticidade de Mohr-Coulomb no CSFM</a><a href=\"#general-mechanics-assumptions-for-3D-CSFM\">3D</a><br><a href=\"#general-mechanics-assumptions-for-3D-CSFM\">Hipóteses de mecânica geral para o CSFM 3D</a></p>\n<h2>Modelo de análise do IDEA StatiCa 3D Detail</h2>\n<p><a href=\"#introduction-to-finite-element-implementation\">Introdução à implementação de elementos finitos</a><br><a href=\"#finite-element-types\">Tipos de elementos finitos</a><br><a href=\"#load-transfer-devices\">Dispositivos de transferência de carga</a><br><a href=\"#concrete-meshing-in-3D-CSFM\">Malha em 3D CSFM</a><br><a href=\"#solution-method-and-load-control-algorithm-for-3D-CSFM\">Método de solução e algoritmo de controlo de carga para 3D CSFM</a><br><a href=\"#presentation-of-3D-results\">Apresentação de resultados 3D</a><br><a href=\"#model-imported-from-idea-statica-connection\">Modelo importado de IDEA StatiCa Connection</a></p>\n<h2>Verificação do modelo</h2>\n<p><a href=\"#limit-states\">Estados limite</a></p>\n<h3>Verificações estruturais de acordo com o EUROCODE</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-EN\">Modelos de materiais em 3D CSFM (EN)</a><br>- <a href=\"#partial-safety-factors\">Factores de segurança parciais</a><br>- <a href=\"#ultimate-limit-state-checks\">Verificações do estado limite último</a><br></p>\n<h3>Verificações estruturais de acordo com o ACI 318-19</h3>\n<p>- <a href=\"#material-models-in-3D-CSFM-ACI\">Modelos de materiais em 3D CSFM (ACI)</a><br>- <a href=\"#strength-reduction-and-load-factors\">Redução da resistência e factores de carga</a><br>- Verificações <a href=\"#strength-verifications\">de resistência</a></p>\n<h1>Introdução ao método CSFM 3D</h1>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3c784fa4_ef4d_014c_5c9c_35ca3a9fe9b3\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___general_introdu\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n17aca1ee_f85b_01d8_591a_961a87f02078\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_3d_detail___main_assumption\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"cc15fa6a_aebf_0193_d90b_2315f5865e6e\"></object>\n<object 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data-codename=\"theoretical_background_3d_detail___ultimate_limit_\"></object>\n<h1>Verificações estruturais de acordo com ACI 318-19</h1>\n<p>O CSFM 3D está em conformidade com o ACI 318-19, capítulo 6.8.1.1. Para que o CSFM 3D cumpra os requisitos da secção 6.8.1.2 do ACI 318-19, foram efectuados muitos testes de verificação em várias universidades. Os artigos individuais que resumem os resultados da verificação e validação podem ser encontrados na seguinte hiperligação.</p>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verificações: Detalhe 3D</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n06603a22_b57b_0147_d32e_b4f9436486e2\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"theoretical_background_detail___material_models_3d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"e1e58559_cf50_01ba_d632_23b450d07cde\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4967f7b6_e74f_01b2_6b52_452dccbaa54f\"></object>\n<h2>Verificações e validações</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center-verifications?label=detail_3d\">Verificações: Pormenor 3D</a></li>\n</ul>\n<h3>Referências</h3>\n<ol>\n <li>Wu, D.; Wang, Y.; Qiu, Y.; Zhang, J.; Wan, Y.-K. Determinação dos parâmetros de Mohr-Coulomb a partir de critérios de resistência não lineares para taludes 3D. <em>Math. Probl. Eng.</em> <strong>2019</strong>, 6927654.</li>\n <li>Lelovic, S.; Vasovic, D.; Stojic, D. Determinação dos parâmetros de material de Mohr-Coulomb para concreto sob teste de tração indireta. <em>Tech. Gaz.</em> <strong>2019</strong>, <em>26</em>, 412-419.</li>\n <li>Galic, M.; Marovic, P.; Nikolic, Ž. Modelo de material Mohr-Coulomb-Rankine modificado para concreto. <em>eng. Comput.</em> <strong>2011</strong>, <em>28</em>, 853-887.</li>\n <li>Fan, Q.; Gu, SC; Wang, BN; Huang, RB Critério de Força Parabólica de Mohr de Dois Parâmetros Aplicado para Analisar os Resultados do Teste Brasileiro. <em>Aplicar. Mech. Mater.</em> <strong>2014</strong>, <em>624</em>, 630-634.</li>\n</ol>"
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"value": "<h3>Introduction</h3>\n<p>At the beginning of this text let us define what the application is for. In the current version, we developed tools and verified the solution only for <strong>anchoring steel structures in simple reinforced concrete blocks</strong>. </p>\n<p>The following text is divided into two parts: limitations of the application and method itself, and limitations of the import from IDEA StatiCa Connection.</p>\n<h3>Limitations of the application</h3>\n<h4>Reinforced concrete</h4>\n<p>The <strong>3D CSFM is not designed for plain concrete or lightly reinforced concrete</strong>. In this case, the result of the calculation can lead to misleading results or divergence of the non-linear calculation. </p>\n<p>You can read more in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>.</p>\n<p>The main reason why <strong>only reinforced concrete</strong> elements need to be modeled in the application is that the tensile strength of concrete is negligible. All tensile stress must therefore be transferred by reinforcement.</p>\n<p>The second reason is: In IDEA StatiCa Detail 3D, fracture mechanics is not used. The model does not simulate explicit crack propagation, nor does it employ fracture-mechanics parameters of concrete (G_f, K_IC, shape of the fracture surface). Concrete is modeled as a ductile material with a horizontal plastic branch in compression – once the limiting compressive stress is reached, the stress remains constant, and only the strains continue to increase up to a prescribed limit. As a consequence, Detail 3D can capture plastic redistribution of stresses and strains in D-regions, but it does not explicitly model brittle failure mechanisms governed by fracture mechanics (e.g., pure shear failure of plain concrete, unstable propagation of a single dominant crack, etc.).</p>\n<figure data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8423cd38-726f-4cf5-a0c4-ae7b5dbf1725/Reinforced%20concrete_v3.png\" data-asset-id=\"28eb5f80-45f6-4497-b319-314454d49641\" data-image-id=\"28eb5f80-45f6-4497-b319-314454d49641\" alt=\"\"></figure>\n<p>To wrap it up, your models shall comply with the definition of reinforced concrete as presented in international standards. <strong>Follow the detailing rules and obtain correct results</strong>.</p>\n<h4>Ultimate Limit State</h4>\n<p>All the calculations and code checks are implemented for <strong>ULS only</strong>. The definition of materials and the way of calculation itself must be different for SLS. You can see this difference in the Detail 2D. </p>\n<h4>Compression softening</h4>\n<p>At first, let's define what compression softening is:<strong> Concrete in compression loses strength and stiffness when it is simultaneously heavily cracked in tension, i.e. when large transverse tensile strains are present.</strong></p>\n<p>In cases where the resistance is governed by a compression strut (compression diagonal) running through heavily cracked concrete, Detail 3D tends to overestimate the capacity (i.e., to be slightly non-conservative) if the result is interpreted directly as the actual ultimate capacity.</p>\n<p>For these reasons, the 3D module is suitable to use only for verifying the strength of anchoring in simple reinforced concrete blocks. </p>\n<p>Although it is possible to model, for example, a pile cap using supports on a small area, the verification is not reliable because the softening effect becomes significant, particularly in punching-related problems. The same situation may occur in the case of a thin slab with a column placed on it, and in other similar cases.</p>\n<figure data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1a13eda-0ba7-4d6f-a7c0-4effe0eb0d97/boolein_07.png\" data-asset-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" data-image-id=\"23cbdc1a-c706-47f9-9e86-6d9372816c99\" alt=\"\"></figure>\n<p>For these situations, it is necessary to implement concrete softening, which is currently available only in the 2D module. <strong>Therefore, the 3D module can be used only for checking failures where this effect has no influence.</strong></p>\n<h4>Anchor check</h4>\n<p>The element of the anchor is defined as being able to transfer normal tensile or compression forces as well as shear forces also considering the bending stiffness as described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>. </p>\n<p>We support code-based checks according to the relevant standards (<strong>EN only</strong>), therefore IDEA StatiCa Detail can be used indepently for anchor assessment (anchors, reinforcement, concrete). </p>\n<p>Implemented codes: <strong>EN 1992-4, EN 1993-1-8, EN 1994-1-1 </strong></p>\n<p>For verifying other joint components (welds, plates, etc.), you need to use IDEA StatiCa Connection, where you can also perform the full anchor check for plain concrete. The anchorage in Connection —together with the applied forces—can be exported in Detail for additional design of reinforcement.</p>\n<p><strong>For ACI and Australina code</strong> the code-checks of anchors in shear and in shear and tension<strong> are not implemented </strong>yet, therefore it is always necessary to use both aplication for comprehensive code-checks of anchors.</p>\n<h4>Overturning</h4>\n<p>If the load input causes overturning of the model, the model will calculate until the divergence or reaching of a criterion. This usually takes a long time and you receive the following result:</p>\n<figure data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2db19218-8483-49ec-8c9e-d0a41d4a9fbb/OT%20result.png\" data-asset-id=\"84491111-cc1f-4723-953a-509b892d8976\" data-image-id=\"84491111-cc1f-4723-953a-509b892d8976\" alt=\"\"></figure>\n<p>The percentage of the transferred load is displayed. Moreover, in Auxiliary results extreme deformation is shown.</p>\n<p>Workaround: It is recommended to calculate any model first with the Multiplier of default mesh size set to a high value (4-5). This multiplier can be found in Settings -> Mesh settings. The calculation will be quick and you will be able to see if the overturning is the problem or not.</p>\n<p>It is necessary to check whether the self-weight of the concrete block is included, as it can prevent the model from overturning. Note that when importing from the Connection application, the self-weight is <strong>not</strong> automatically entered into the model — see the text below for details.</p>\n<h3>Limitations of import from Connection</h3>\n<h4>Contacts</h4>\n<p>Generally, the import of forces acting on the base plate through <strong>contact </strong>with another steel plate is not supported. This applies to both the edge-surface contact and the surface-surface types of contacts. Read more <a href=\"https://www.ideastatica.com/support-center/10-most-important-questions-about-3d-anchoring-in-detail#contact-stress\" title=\"in this article\">in this article</a>.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<h4>Anchoring by member</h4>\n<p>Only models anchored via the base plate can be correctly imported to the Detail application. For models, where members are connected to concrete blocks directly, the connecting plate of the member with anchors is imported without loads.</p>\n<figure data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8d3c9d76-58eb-43af-ba9b-e66a0aa1e621/Anchorage%20by%20member.png\" data-asset-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" data-image-id=\"a6bc790a-51f0-4da8-a0ba-1af51e7a603d\" alt=\"\"></figure>\n<h4>Self-weight is not added automatically</h4>\n<p>The self-weight is not automatically calculated/added. It must be manually included in the project for the Detail. This can mainly affect the verification of anchoring to the foundations, where failure to consider the self-weight could lead to the foundation overturning, as mentioned in the paragraph above.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n5b6fb0f3_41e7_010f_c229_87b10c0a2431\"></object>\n<h4>Unsupported anchoring types for export</h4>\n<p>Hooked anchors are not supported in Detail. A waher plate will be used instead in the exported file.</p>\n<p>The washer plate is modeled as a plate-shell element directly attached to the anchor shank, transferring load to the concrete exclusively through compression contact. The plate itself is modeled linearly, without plasticity, and is not subjected to resistance checks. Since the shank has <strong>zero bond strength</strong>, the entire load is transferred to the concrete through the washer plate. More about anchor types can be found in the article: <a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Single anchor definition</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n6734053b_6788_01f1_6bc6_0f3b675b807e\"></object>\n<h4>Unsupported combinations for anchor types</h4>\n<p>The Detail app does not support combining headed studs or reinforcement with other anchor types. These anchor types will not be included in the output. More about plate options can be found in the article: <a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Anchoring plates options</a>.</p>\n<h4>Imported loads and user-input loads combination</h4>\n<p><strong>Imported loads and user-input loads cannot be combined within one model</strong>. Because of the reasons described in the <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical background</a>. Anchors are imported disconnected from the base plates. If you create a user-defined load case, it is obvious that the load will not be transferred correctly.</p>\n<p>Workaround: Copy the imported Project item, delete all imported loads, interconnect all anchors with the base plate, and then you can input your user-defined load case.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n09f9a27f_23c7_018a_934a_b8b1fde7e2f7\"></object>\n<h4>More concrete blocks</h4>\n<p><strong>Only one concrete block</strong> is supported in Detail. However, the concrete block can be modified using the Negative volume, Cutting plane, and the Cut operation. So it is possible to model more complex shapes such as pedestals, foundation strip extensions, anchoring next to openings, etc.</p>\n<p>It is also possible to import two independent concrete blocks from Connection, which are imported into Detail as two model entities that can be further modified using the cut operation. </p>\n<figure data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/356bd5ec-b0a6-4db9-8eaa-91337f3b2f42/2%20independent%20blocks.png\" data-asset-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" data-image-id=\"9f96c79c-33d3-4273-b411-1ad4e393715e\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n39c85b5b_7761_0120_fcad_8e2b6f1be5db\"></object>\n<h4>More than one base plate in one block </h4>\n<p>Exporting of more base plates in one block is supported, <strong>although it is not recommended to import so-called edge anchoring</strong>.</p>\n<figure data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c6b296ed-b436-4264-8411-72c6bf7b3be9/Design.png\" data-asset-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" data-image-id=\"6169236b-b86e-4aa9-92c8-39b25fed9f8b\" alt=\"\"></figure>\n<p>In the Connection application, concrete is modeled in a simplified manner using Winkler's subgrade. On the other hand, the model of the steel part above the concrete block is modeled in detail, including the plasticity of materials. For a more detailed verification of reinforced concrete under the base plate, it is possible to export the base plate, anchors, and loads to the Detail application. There, the concrete is modeled plastically. </p>\n<p>The anchors are exported axially disconnected, and the load between them is replaced by a pair of equal but opposite forces (precisely because of the lack of stiffness of the steel part above the base plate). Therefore, it is not possible for the axial forces in the anchors to change if the covering layer in the corner of the concrete block becomes plastic. Similarly, the welds of the base plates are exported disconnected, with the connection replaced by equal but opposite forces. Therefore, there can be no change in the stress on the weld in the event of plasticization of the concrete corner. </p>\n<p>It follows that after export, although all forces acting on the base plates are in equilibrium, the deformation conditions will not be met. </p>\n<p><em>It applies to the current version 25.1.2. It may differ in previous versions, as we are gradually working to remove these limitations. You can find more information about each version in the </em><a data-item-id=\"e0447990-4817-41b4-8d3e-37393eb4b691\" href=\"\"><em>release notes</em></a><em>.</em><br>\n</p>"
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"value": "<p>Anchoring in a plain concrete block can be modeled and code-checked in IDEA StatiCa Connection. Sometimes, it could be useful or necessary to reinforce the concrete block. Although, this capability isn't available within the Connection app, we have 3D Detail. 3D Detail is focused on solving anchoring into concrete blocks and analysis of both the anchoring elements and the concrete block itself. Moreover, a direct link is implemented between the Connection and Detail applications to simplify the process.</p>\n<figure data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6b232e1d-c718-4d2a-9df5-8f2c1ff3a967/import2.png\" data-asset-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" data-image-id=\"f52be7d1-b166-4fd2-a552-91251b8ba865\" alt=\"\"></figure>\n<p>Connection users who design <strong>anchoring according to Eurocode</strong> can <strong>import their model from Connection to the advanced 3D Detail by one button click</strong>.</p>\n<h3>How does it work?</h3>\n<ul>\n <li>Import is allowed just for anchoring. If there is no concrete block in the Connection model, the export to Detail is disabled (\"RC check\").</li>\n <li>The model in Connection has to be calculated. If results are not available, the export icon (\"RC check\") is disabled.</li>\n <li>Only one concrete block for the import/export is allowed.</li>\n</ul>\n<p>For a full list of limitations with further explanation, see the article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Known Limitations for 3D Detail</a></p>\n<h3>The connection is imported, including </h3>\n<ul>\n <li>The concrete block</li>\n <li>Anchors</li>\n <li>The base plate</li>\n <li>Loads</li>\n</ul>\n<p>Additional information and parameters that are set according to the corresponding settings in the Connection:</p>\n<ul>\n <li>Shear transfer (through Anchors, Shear lugs, and Friction) </li>\n <li>Material</li>\n <li>Anchorage Type: <a data-item-id=\"28fda422-6776-422c-95fb-6a969235d0c0\" href=\"\">Adhesive</a>/Cast-in place</li>\n <li>Anchorage type at the end: Washer/Straight/Hook</li>\n <li>Friction coefficient</li>\n</ul>\n<h3>How to export anchoring from Connection to Detail</h3>\n<p>First, create a model of anchoring in Connection according to Eurocode and click the Calculate button.</p>\n<p>When results exist, export of footing is enabled. By clicking the button \"<strong>RC Check</strong>\" in the ribbon, a dialog asking for the location and the name of the newly created Detail file appears.</p>\n<figure data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1c03470b-eaad-464c-88cc-588cb1ccfa1c/release%20notes.png\" data-asset-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" data-image-id=\"18f1835a-575c-4509-b79a-c9e2a902e058\" alt=\"\"></figure>\n<p>After a successful export, the project in Detail is created. The geometry of the concrete block and the base plate, the position and properties of anchors, and the load are automatically transferred to Detail. Surface support placed at the bottom surface of the concrete block is automatically created.</p>\n<p>The most tricky part of this process is the import of the load. For every calculated load effect in Connection, the corresponding load case and the ULS combination are automatically created in Detail.</p>\n<ul>\n <li>The base plate is loaded by <strong>forces in welds,</strong> which are modeled as a <strong>Group of forces. </strong>For the loading of the base plate itself, the imported loading is represented by a group of forces following the stresses in welds between the base plate and steel members in the Connection model.</li>\n</ul>\n<figure data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4023796d-3e22-4772-9f4a-537bd486cf8b/Group%20of%20forces.png\" data-asset-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" data-image-id=\"48db236d-6937-49b2-a5ef-90a9f90d7010\" alt=\"\"></figure>\n<ul>\n <li>Anchors are modeled and loaded independently from the base plate, and they are axially loaded by point loads. The loading of anchors is represented in the scene by a double of arrows in opposite directions. One arrow represents the tension force acting only on the top of the anchor. The other one represents the compression force acting on the base plate. </li>\n</ul>\n<figure data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ba5a9ffc-b262-459d-8bf4-2b540e1d9a8a/Anchor%20forces.png\" data-asset-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" data-image-id=\"0fcce141-f751-45d1-9bad-9fd581d6c4ee\" alt=\"\"></figure>\n<p>The Checkbox \"Transfer of axial forces\" is unticked by default as the anchors are loaded by forces directly. </p>\n<figure data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ef4c12-86e6-49a5-8ce6-0266bdba8290/import.png\" data-asset-id=\"08317460-25d2-4a68-a94d-922ad2730096\" data-image-id=\"08317460-25d2-4a68-a94d-922ad2730096\" alt=\"\"></figure>\n<ul>\n <li>Shear is transferred according to the setting in Connection by one of the options – anchors, shear lugs, or friction. 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"value": "<h2>What is HILTI PROFIS Engineering Suite?</h2>\n<p>Hilti PROFIS Engineering Suite is a cloud-based software for structural engineers that specializes in the design and analysis of anchor systems, base plates, and steel connections. It supports international design standards like ACI and Eurocode, and integrates with Hilti’s hardware to provide optimized anchor solutions.</p>\n<h3>FEA to Checkbot to Profis workflow</h3>\n<figure data-asset-id=\"a1b3fafa-f348-49d5-bce1-ebf767a71370\" data-image-id=\"a1b3fafa-f348-49d5-bce1-ebf767a71370\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a36eb7be-8934-4aeb-bc19-e85f526bf5ea/Hilti%20PROFIS%20workflow.PNG\" data-asset-id=\"a1b3fafa-f348-49d5-bce1-ebf767a71370\" data-image-id=\"a1b3fafa-f348-49d5-bce1-ebf767a71370\" alt=\"\"></figure>\n<h2>How to use the plugin</h2>\n<p>To import data from any global analysis software into Hilti PE, the information is first brought into <a data-item-id=\"caeb1a6c-2621-446f-8005-4d2799496a39\" href=\"\">Checkbot </a>via any <a data-item-id=\"4a9855d4-6081-4707-86d5-7f4ad2bb3a57\" href=\"\">BIM link</a>. A \"HILTI PROFIS\" tab in Checkbot facilitates the export to the Hilti process. By selecting a node with one anchored member, users can export the data directly to Hilti PE using the <strong>Export</strong> button, ensuring accurate transfer of relevant structural data for further analysis.</p>\n<p>The <strong>Export </strong>button in Checkbot launches Hilti PE and, after logging in, automatically creates a new project with the same name as the Checkbot project. Within this project, a new design is generated. </p>\n<p>This entire workflow is available even with a IDEA StatiCa <a data-item-id=\"b99cf334-1dde-43df-825c-71b676c3cdb5\" href=\"\">Basic license</a>, meaning that it is available for free. How to use the plugin is described step-by-step in the following <a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">article</a>, which is also accessible from the <strong>Learn more </strong>button in Checkbot. </p>\n<figure data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/30cff0dd-57d4-41aa-a8ae-d8865bde6a8f/Profis%20node%20selected.png\" data-asset-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" data-image-id=\"640fd453-1dbc-4004-afd8-9dc8f92b56e9\" alt=\"\"></figure>\n<figure data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ec152247-3e56-4251-8c1a-89fdafd5c54a/Profis.png\" data-asset-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" data-image-id=\"ceac6908-0e5a-49e7-9aca-9970c2d9e540\" alt=\"\"></figure>\n<h3>Data imported into PROFIS</h3>\n<ul>\n <li>International design standard (code) </li>\n <li>Profile type and material </li>\n <li>Internal forces from load cases and load combinations</li>\n</ul>\n<h3>Known limitations</h3>\n<ul>\n <li>Connection design is not processed by Hilti PE (anchor layout, baseplate geometry, stiffeners, welds)</li>\n <li>Only connections with 1 member (simple footings)\n <ul>\n <li>Only steel-to-concrete anchoring</li>\n <li>No complex design (footing with braces)</li>\n </ul>\n </li>\n <li>Hilti PE does not support \"mirroring\" of profiles at the moment. In the picture below, highlighted cases show the profile position in PROFIS does not match with the IDEA StatiCa profile position in relation to Connection at the START or END (LCS of the member in IDEA StatiCa).</li>\n</ul>\n<figure data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b9c93ea-3444-42a3-9d7e-b1b5a27287fb/LCS%20and%20GSD.png\" data-asset-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" data-image-id=\"25cd8b6d-3c4f-4ce1-97b2-c81b332ae1d6\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_1085ffa\"></object>"
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"value": "<p>IDEA StatiCa is a tool for solving complex 3D tasks and is fully verified for anchoring in concrete blocks. This solution allows you to perform designs without oversimplifications and provides checks based on the Ultimate Limit State (ULS). Thus, we have a tool to capture all types of <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">concrete failures</a> for footing. Together with IDEA <a data-item-id=\"b0a659df-8f92-4d1f-abb6-2efa02bad946\" href=\"\">Connection</a> for anchorage verification, we offer a comprehensive package for everyone dealing with steel-to-concrete connections.</p>\n<p>Enhanced shear transfer, improved results, and simplified integration between <strong>IDEA StatiCa Connection</strong> and <strong>IDEA StatiCa Detail</strong>, along with the verifications, means the solution is now fully capable of handling real, practical examples of any kind of anchoring. </p>\n<h3>What are some key improvements compared to the BETA version?</h3>\n<ul>\n <li><strong>Shear transferring devices:</strong> Fundamental entities that enable the general design of all types of anchoring <strong>(Anchors, Shear lugs, and Friction)</strong>. There are all types corresponding to the options in IDEA StatiCa Connection, allowing smooth import. Read the separate release note dedicated to <a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Shear transferring devices.</a></li>\n</ul>\n<figure data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/298423fa-cdb4-49b1-aa43-4564ebee08ae/shear.png\" data-asset-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" data-image-id=\"283db786-2d15-4a67-98e2-d17a823af93d\" alt=\"\"></figure>\n<ul>\n <li><strong>Result Sections</strong>: As part of the improvements for a better understanding of the results, Detail provides the opportunity to see the actual behavior of the structure. Read the separate release note: <a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Results interpretation improvement</a></li>\n</ul>\n<figure data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f3ac5961-2e50-43e5-b9b7-63fbda00d893/sections.png\" data-asset-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" data-image-id=\"a64a92dc-745e-4091-a978-19b0364e1194\" alt=\"\"></figure>\n<ul>\n <li><strong>Full Connection export with new entities: </strong>The import is possible, including all information about materials, types of anchors, and their end treatments. Read the separate release note: <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import of anchoring from Connection to Detail</a></li>\n <li><strong>Working Grid Plane</strong>: There is a new grid to help surface identification during modeling, reinforcement, creating sections, etc. Read the separate release note: <a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Modelling improvement - Grids and Self-weight</a></li>\n <li><strong>Self-weight:</strong> The application includes another load type, self-weight. It is automatically calculated based on the dimensions and the selected material. </li>\n <li><strong>Refined mesh around anchors:</strong> The mesh around the anchors has been locally refined for accurate results. This setting cannot be changed. The mesh is generated automatically.</li>\n</ul>\n<p><a data-item-id=\"ec8d6712-8602-4a36-8646-5c537fa19db8\" href=\"\">Comprehensive functionality description of 3D Detail.</a></p>\n<p><em>Note: Currently for Eurocode (EN) only.</em></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n17664d22_8237_0160_ba3e_adce2e7403ca\"></object>\n<h3>Known limitations for Detail 3D</h3>\n<p>Since Detail is just a tool that cannot replace engineering judgment, a safe understanding of its functions, benefits, and limitations is necessary. Read the limitations that must be taken into account:</p>\n<ul>\n <li>The solution is suitable only <strong>for reinforced concrete.</strong></li>\n <li>The application provides<strong> ULS checks</strong> according to EN.</li>\n <li><strong>Only one concrete block</strong> is supported in Detail.</li>\n <li>In Detail, the anchors are only checked for tensile strength. It is necessary to <strong>use Connection for shear and interaction checks</strong>.</li>\n <li>Only models <strong>anchored via the base plate</strong> and <strong>only Direct contact </strong>can be imported to Detail (from Connection). </li>\n <li><strong>Imported loads and user-input loads cannot be combined within one model.</strong></li>\n</ul>\n<p>For a full list of limitations with further explanation, see the article: <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Known Limitations for 3D Detail</a></p>\n<h3>Verifications</h3>\n<p>We emphasize once again that although Detail 3D is a general solution for modeling any detail, we verify examples step by step. The current focus is mainly on verifying functionalities related to <a data-item-id=\"e51b8e5d-c8cc-4a7d-9127-f8e660574f10\" href=\"\">anchoring</a>. See the overview of what are possible use cases and plans for further development below:</p>\n<table><tbody>\n <tr><td><strong>Use-case</strong></td><td><strong>Functionality ready</strong></td><td><strong>Verification provided</strong></td><td><strong>Verification in version</strong></td></tr>\n <tr><td>Footings of steel columns</td><td>YES</td><td>YES</td><td>24.1.0</td></tr>\n <tr><td>General anchorings of steel members <br>\n(beams, bracings, lifting lugs...)</td><td>YES</td><td>YES</td><td>24.1.0</td></tr>\n <tr><td>General use of the Detail 3D for other cases (Pile caps, Pier caps, etc.)</td><td><p>YES</p>\n<p><br></p>\n</td><td>NO</td><td><p>in development</p>\n<p><br></p>\n</td></tr>\n <tr><td>Wall model type</td><td>NO</td><td>NO</td><td>in development</td></tr>\n</tbody></table>\n<p><br></p>\n<p>We continuously update and add new <a href=\"https://preview.ideastatica.com/support-center-verifications?product=concrete&label=detail_3d\">verifications for 3D Detail</a>, where we verify the functionality and the assumptions. For a deeper understanding of the method, read the comprehensive <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a>, which includes the main assumptions, a description of the material model, and more.</p>\n<p>Released in IDEA StatiCa version 24.1</p>"
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"value": "<h3>Anchor design in Connection</h3>\n<p>For some time now, it has been possible to model and assess the anchoring of steel beams/columns to a concrete block in IDEA StatiCa Connection. The ability to model anchors with hooks has been added to the recently released version 24.1. The empirical formulas from the Eurocode (EN 1992-4 and EN 1993-1-8) are used to assess the different failure modes of anchors and concrete. However, due to the lack of information on some types of anchors and the fact that reinforcement in the concrete block cannot be taken into account, some failure modes cannot be fully assessed. However, the user is advised of the following statement.</p>\n<figure data-asset-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" data-image-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ac0b00ac-3e0a-4f81-8fc5-4732be81e27b/codecheck%20fail.png\" data-asset-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" data-image-id=\"a6de2d39-2e59-44d9-92fc-9fc12425d6e7\" alt=\"\"></figure>\n<h3>3D CSFM in Detail application</h3>\n<p>Previously, users had to add manual calculations for some cases. To eliminate these deficiencies, it is now possible to export the model from Connection to Detail. This involves transferring the geometry and parameters of the concrete block, footplate and anchors including the applied load. In Detail, it is then possible to model the reinforcement into the concrete block and perform a non-linear finite element calculation (3D CSFM).</p>\n<figure data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1e057cd3-adbf-4d96-b0c7-89509d3e581e/landing_page_2b%202.png\" data-asset-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" data-image-id=\"23efbdf1-0744-4ddd-80d3-f604aeddec96\" alt=\"\"></figure>\n<p>The checks are then not based on standard Eurocode formulas, but directly assess the stresses and strains in the concrete and reinforcement determined by taking into account the code-compliant material characteristics.</p>\n<p>In this webinar, we will present the entire anchoring design workflow and explain the modeling specifics in a practical demonstration.</p>\n<h3>What's next?</h3>\n<p>Learn more about standard anchoring design in IDEA StatiCa applications:</p>\n<ul>\n <li><a data-item-id=\"1b83d6d4-4559-40fc-b497-383d3a74494d\" href=\"\">How to use the Hilti PROFIS Engineering plugin</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/check-of-anchors-according-to-eurocode\">Theoretical background for code-checks of anchors</a></li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Import of anchoring from Connection to Detail</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/idea-statica-detail-structural-design-of-concrete-3d-discontinuities\">Theoretical background for structural design of concrete 3D discontinuities</a></li>\n</ul>\n<h2>Webinar recording</h2>"
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"value": "<p>Bond strength property of a Single anchor in <a data-item-id=\"a7ab6b2a-6a4d-4255-ac9a-59983cf145c5\" href=\"\">Detail 3D</a> is the <strong>design value</strong> of bond resistance of Adhesive (post-installed) anchor. It is a crucial parameter for anchoring design in Detail 3D.</p>\n<figure data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4e158ca5-a37c-4b95-87d0-1ca92deb6930/bond%20strength%2001.png\" data-asset-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" data-image-id=\"f62a0664-c5d5-4601-bc9e-f5027aa1af4c\" alt=\"\"></figure>\n<p>In terms of EN 1992-4, we can define design bond resistence as τ<sub>Rd</sub> = τ<sub>Rk</sub> /γ<sub>Mp</sub> </p>\n<p>γ<sub>Mp</sub> is partial safety factor defined by table 4.1 in EN 1992-4</p>\n<p>γ<sub>Mp</sub> = γ<sub>Mc</sub> = γ<sub>c</sub> ⋅ γ<sub>inst</sub></p>\n<p>γ<sub>c </sub>= 1.5</p>\n<p><strong>γ</strong><strong><sub>inst </sub></strong>- factor accounting for the sensitivity to installation of post-installed fasteners. Can be found in relevant European Technical Product Specification for the specific product.</p>\n<p><strong>τ</strong><strong><sub>Rk</sub></strong> - is characteristic bond resistance of a post-installed bonded fastener. Depending on concrete strength class, and state of the concrete – cracked vs. uncracked. It can be found in certificate for injection mortar, for example ETA – European Technical Assesment.</p>\n<h3>Eurocode Example</h3>\n<p>Lets have post-installed bonded anchor made from M12 threaded bar and mortar Hilti HIT-HY 200-A V3. The hole is hammer-drilled. The anchor is installed in dry conditions into cracked C20/25 concrete. Design life is 50 years.</p>\n<p>At first we need to go to HIT-HY 200-A product web page <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549\">here</a>. We are looking for ETA document. Go to <strong>Technical data</strong> section of the page and open PDF document Technical data sheet for Hilti HIT-HY 200-A-R-V3 steel to concrete injectable mortar, English.</p>\n<figure data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/72b094a7-1c3f-4a8f-bc98-83572e478dc3/bond%20strength%2002.png\" data-asset-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" data-image-id=\"a83637cf-cdf9-44ff-9dff-949ece0e69aa\" alt=\"\"></figure>\n<p>On page 3 of the document, you can find links to relevant ETA documents.</p>\n<figure data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/111f3094-dc91-4b09-afff-0f1717fe7398/bond%20strength%2003.png\" data-asset-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" data-image-id=\"889fa9dd-ad1f-4305-b35a-98ca8dd43125\" alt=\"\"></figure>\n<p>Open ETA-19/0601 linked in the first row of the table, which is relevant for us.</p>\n<figure data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/23985608-cbd8-4b50-bb68-082641b12984/bond%20strength%2004.png\" data-asset-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" data-image-id=\"bc413e22-067d-4c2d-a6e6-e04dd4ddf4c7\" alt=\"\"></figure>\n<p>In table C1 of this document, you can find data for <strong>τ</strong><strong><sub>Rk</sub></strong> - characteristic bond resistance. Conservatively for temperature range II, in our case τ<sub>Rk</sub> = 8.0 MPa.</p>\n<figure data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3aabe16c-9075-4675-b1a4-4ea7e1f6a14b/bond%20strength%2005.png\" data-asset-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" data-image-id=\"a66e8153-9cc7-4e4b-8c1a-7aa9437d420c\" alt=\"\"></figure>\n<p>In table C1 of the document, you can also find relevant γ<sub>inst </sub>values. In our case γ<sub>inst</sub> = 1.0.</p>\n<figure data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/83351d45-a532-4f48-8783-a69ef1b28ba1/bond%20strength%2006.png\" data-asset-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" data-image-id=\"c006e5e4-d20f-4814-8fff-fbc2d03c8c79\" alt=\"\"></figure>\n<p>The final value of design bond strength is τ<sub>Rd</sub> = 8.0 /(1.5x1.0) = 5.3 MPa. </p>\n<h3>ACI EXAMPLE</h3>\n<p>When using ACI, you can follow a similar process, for instance, Hilti HY200, go to their <a href=\"https://www.hilti.com/c/CLS_FASTENER_7135/CLS_CHEMICAL_ANCHORS_7135/r11219549?activeTab=preconfigured-kits-tabs\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">website</a>. Find the product technical guide and open the PDF, The approvals are shown on the second page: </p>\n<figure data-asset-id=\"dad31712-4d77-41f9-8536-0081cb6b7b53\" data-image-id=\"dad31712-4d77-41f9-8536-0081cb6b7b53\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3b05347e-cf65-432d-882d-c65ddb495457/Picture1.png\" data-asset-id=\"dad31712-4d77-41f9-8536-0081cb6b7b53\" data-image-id=\"dad31712-4d77-41f9-8536-0081cb6b7b53\" alt=\"\"></figure>\n<p>Then, we can open the selected ESR: <a href=\"https://icc-es.org/report-listing/esr-4868/\">https://icc-es.org/report-listing/esr-4868/</a></p>\n<p>The bond strength tables are in the document. They are presented as a function of the concrete compressive strength, whether the concrete is cracked or uncracked, the concrete temperature range, and the installation conditions. </p>\n<p>The resulting characteristic bond strength shall be multiplied by the associated <strong>strength reduction factor</strong>, and the bond strength may also be made for increased concrete compressive strength as noted in the <strong>footnotes</strong> to the bond strength tables. </p>\n<p>Once you find the correct table, select the characteristic bond strength in cracked concrete, which is due to the principles of the Detail app, where the strength in tension is neglected. </p>\n<figure data-asset-id=\"05d61b63-22d9-4593-9c44-3c8b8b5569fa\" data-image-id=\"05d61b63-22d9-4593-9c44-3c8b8b5569fa\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/95261489-f2e9-4d04-ba7e-c1eae43bbe7f/2025-07-15_13-19-36.PNG\" data-asset-id=\"05d61b63-22d9-4593-9c44-3c8b8b5569fa\" data-image-id=\"05d61b63-22d9-4593-9c44-3c8b8b5569fa\" alt=\"Table 13 Bond strength design information \"></figure>\n<ul>\n <li>τ<sub>Rk</sub>=840 psi</li>\n <li>φd=0.65</li>\n <li>Concrete increase factor for a f'c=4000 psi= 1.0481</li>\n <li>IDEA StatiCa bond strength input = 0.65*1.0481*840psi= 572.26 psi</li>\n</ul>\n<p>The bond strength should be input from technical data sheets; do not consider the values we have by default.</p>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n138cb282_2119_0146_0e7d_e1319f1f20fa\"></object>"
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"value": "<p>The Eurocode specifies several methods of failure of anchors and concrete footings and further divides them according to the loading type. In <a data-item-id=\"b1a3015d-e75a-48e6-8495-70450fde4ba9\" href=\"\">IDEA StatiCa Connection</a>, we have been able to assess the anchors up to now, but with some limitations, assessments had to be done manually. </p>\n<figure data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8b6d2b74-2ded-4e4e-96a2-79c016d63b11/Connection.png\" data-asset-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" data-image-id=\"2eee8876-6b85-40a8-a229-92cc736bfab2\" alt=\"\"></figure>\n<p>At the same time, reinforcement for concrete blocks was impossible to account for. This is now changing with IDEA StatiCa Detail 3D, which adds more possibilities. IDEA StatiCa Detail 3D does not offer assessments as we are used to in the standard that defines them for plain concrete. However, with FE analysis, we can verify that reinforced concrete will satisfy the specified load, and here, it will <strong>prevent the failure of the concrete, which would correspond</strong> to those conditions. The apps work independently and can be used separately, but thanks to the <a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">link between Connection and Detail</a>, it is also possible to use Detail only as a supplementary calculation. </p>\n<p>Now, let's go through the Eurocode conditions one by one and the possibilities the applications offer us. </p>\n<h2>Tensile force</h2>\n<p>Eurocode divides the first type of load (<strong>tensile force</strong>) into 6 possible cases of anchor or concrete block failure (a, b, c, d, e, f) and two more for reinforced footings (g, h). </p>\n<p>The figure below schematically shows which type of failure you can assess with the Connection app and what behavior can be covered by using reinforced concrete and, therefore, the analysis in Detail. IDEA StatiCa Connection uses empirical formulas from Eurocode ( EN 1992-4-7.2.1) for anchor design <strong>(CBFEM)</strong>, while IDEA StatiCa Detail is based completely on the finite element method <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\"><strong>(3D CSFM)</strong></a>. Some assessment options are, therefore, overlapping in both applications, but always with a different method. </p>\n<figure data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/0a7cb357-e90c-448e-9e0d-6e3dbf48c7ff/24.png\" data-asset-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" data-image-id=\"408fd958-1746-4e52-af3b-5e812aaeed7d\" alt=\"\"></figure>\n<p>By the nature of the methods implemented in the software, only plain concrete can be considered in Connection, while <strong>only reinforced concrete footing can be considered in Detail</strong>. </p>\n<figure data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b6dc14ff-0803-4a93-a913-771822b326de/Anchoring%20in%20Detail%203D%20-%20Tension.png\" data-asset-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" data-image-id=\"4c9c97c9-4dfa-46b4-bdc4-9d3949685489\" alt=\"\"></figure>\n<p>The main assumptions and limitations of the analysis for the IDEA StatiCa Detail 3D are mentioned in the article <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Known Limitations</a>. </p>\n<h4>a) Steel failure </h4>\n<p>Steel failure of<strong> tension-loaded</strong> anchors alone is verified in both applications. Anchor tensile resistance is checked in Connection according to the following formula:</p>\n<figure data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5cb675be-68cc-4cf6-9f70-8c3f4c32d193/16.png\" data-asset-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" data-image-id=\"1a72d337-d1eb-4b26-a77d-fda6504f8dfb\" alt=\"\"></figure>\n<p>In Detail, the anchors are checked according to the selected Eurocode (1992-4 or 1993-1-8) in the Project Settings. This behaviour applies starting from version 25.1.1. </p>\n<figure data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8adc76b4-1d26-4f8a-a12a-43914b057c9a/Project%20settings.png\" data-asset-id=\"b27face6-e354-4f20-9648-17998b55b20f\" data-image-id=\"b27face6-e354-4f20-9648-17998b55b20f\" alt=\"\"></figure>\n<p>In older versions, the anchors are checked like regular reinforcement bars, based on the stress–strain diagrams defined for particular materials, while using the value of limit strain maximally 5% (calculated based on tension stiffening effect read more in <a data-item-id=\"66c6fbb8-b380-43c7-8b4f-9d41d29a42f2\" href=\"\">Theoretical Background</a>)</p>\n<h4>b) Concrete cone failure </h4>\n<p>Concrete cone failure can be verified in Connection. However, at Connection, the app can only consider <strong>plain concrete</strong>. </p>\n<figure data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/07234199-279f-463f-8463-6480fc07aba5/17.png\" data-asset-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" data-image-id=\"790a2f96-5d7d-48ed-b807-d461283656b1\" alt=\"\"></figure>\n<p>Therefore, in case the concrete cone fails, it is appropriate to proceed to IDEA StatiCa Detail, where an analysis of the entire reinforced block is provided. The tensile strength of the concrete is conservatively neglected, which means the bearing capacity for cone failure is, to a considerable extent, determined by the specified amount of reinforcement. In the picture below, you can see the <strong>directions of the principal stresses</strong> that indicate the shape of the cone mentioned above. In the right part, you can see the values of the concrete stresses, which are assessed with the limit values. </p>\n<figure data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/60dbba5d-4619-4258-87aa-1a8bc97565c7/concrete%20cone%20failure.png\" data-asset-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" data-image-id=\"cbb46b36-986e-4279-9a26-b6f7daca9c28\" alt=\"\"></figure>\n<h4> c) Pull-out failure</h4>\n<p>This code-check is in Connection only for certain cases (see the first picture in this article). An additional assessment is necessary for post-installed mechanical anchors. </p>\n<figure data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7b5d9cb3-361a-45a4-b93b-077ba189fa8e/18.png\" data-asset-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" data-image-id=\"37d9800f-de2f-41cf-82e7-d95bf4d20ce6\" alt=\"\"></figure>\n<p>In Detail, it is possible to set up so-called <a data-item-id=\"d07820f8-072b-44dc-a35a-94b73e2e284b\" href=\"\">adhesive anchors</a> and specify the design bond strength according to their technical parameters. The anchors will then be verified based on these parameters. (Applicable only for reinforced concrete.)</p>\n<figure data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8369e3e5-4360-4ce3-becf-0d648b6d8ea9/Design%20%285%29.png\" data-asset-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" data-image-id=\"641efac9-5d36-4d5e-b077-ed9196890a39\" alt=\"\"></figure>\n<h4>d) Combined pull-out and concrete failure of bonded fasteners</h4>\n<p>This failure can only be detected in Detail, where the concrete stresses and the anchorage areas are assessed using 3D CSFM. The Combined pull-out and concrete failure mechanism is in Detail based on principles defined above, and its assessment is part of the concrete strength and anchorage check. (Applicable only for reinforced concrete.)</p>\n<h4>e) Concrete splitting failure</h4>\n<p>It is not possible to assess in Connection. For Detail, Splitting failure is usually a problem of plain concrete, where the use of reinforcement prevents it from occurring. At the same time, it is possible to see the stresses and strains of both the reinforcement under compression or tension and the concrete under compression in the Detail app. </p>\n<figure data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3a47f6f-0ed5-46a2-9b45-4187da316e49/steel.png\" data-asset-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" data-image-id=\"e065a9a9-29db-42d7-81d0-a2df2b1d2968\" alt=\"\"></figure>\n<h4>f) Concrete blow-out failure </h4>\n<p>For plain concrete, empirical code-check according to Eurocode in Connection is possible. </p>\n<figure data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b14e42c8-42d1-4dd4-8108-a71aa8430cf2/19.png\" data-asset-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" data-image-id=\"925cc023-af68-47ba-9b26-aa1bf5f77f16\" alt=\"\"></figure>\n<p>For reinforced structural members, it is possible to use Detail. Concrete blow-out failure is covered in the concrete strength analysis. Where the tensile stresses are transferred only by the reinforcement (as mentioned several times above).</p>\n<h4>Additional checks for reinforced concrete blocks:</h4>\n<p>For reinforced footings, an additional reinforcement assessment is required. Steel failure of reinforcement and anchorage failure of reinforcement is part of the reinforcement assessment in Detail. </p>\n<p><strong>g) Steel failure of reinforcement</strong></p>\n<p><strong>h) Anchorage failure of reinforcement</strong></p>\n<h2>Shear load</h2>\n<p>Eurocode divides the second type of load (<strong>shear force</strong>) into 4 possible cases of anchor or concrete block failure (a, b, c, d) and two more for reinforced footings (e, f). </p>\n<figure data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/180de776-7c82-455f-9f59-7a09e8ae0b6e/27.png\" data-asset-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" data-image-id=\"4ff30694-4f30-4052-ba21-42b94f8d1235\" alt=\"\"></figure>\n<p>The figure below shows <strong>schematically</strong> which type of failure you can assess with the Connection app and also what behavior can be covered by using reinforced concrete and, therefore, the analysis in Detail. IDEA StatiCa Connection uses empirical formulas from Eurocode ( EN 1992-4-7.2.2) <strong>for anchor design </strong><a data-item-id=\"d4aa2923-a94a-4c40-8fd8-93608acbf893\" href=\"\"><strong>(CBFEM)</strong></a><strong>.</strong> All types of failure caused by shear force can be covered in the Connection app. </p>\n<figure data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e0383712-82f9-48f8-9dbc-17b6eac2b66a/Anchoring%20in%20Detail%203D%20-%20Shear.png\" data-asset-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" data-image-id=\"04a0a8c1-6fa3-4a01-8f6b-62e6c8f42878\" alt=\"\"></figure>\n<p>In the IDEA StatiCa Detail 3D, shear can be transferred by friction, anchors or shear lug. It is important to say that only the footing is assessed. Other steel parts (e.g. shear lug, welds) need to be checked in Connection or somewhere else. Again, it must be emphasized that only reinforced concrete is required.</p>\n<h4>a) Steel failure without lever arm</h4>\n<p>Steel failure without the lever arm of shear-loaded anchors is verified in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/2ca381f9-13f1-4aeb-9660-2d32c87b74da/20.png\" data-asset-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" data-image-id=\"09debd54-4504-4d1e-bfab-1c116b6a7a94\" alt=\"\"></figure>\n<p>In Detail, the anchors are again checked according to the selected Eurocode (1992-4 or 1993-1-8) in the Project Settings. This behaviour applies starting from version 25.1.1. The assessment is not possible in Detail for older versions.</p>\n<h4>b) Steel failure with lever arm</h4>\n<p>Steel failure with the lever arm of shear-loaded anchors is verified only in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8aed3ac3-c0c7-46a6-b1c7-f829adf97c81/21.png\" data-asset-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" data-image-id=\"b1f57fe5-e5be-4ff1-a457-079ff22926d7\" alt=\"\"></figure>\n<p>The assessment is not possible in Detail.</p>\n<h4>c) Concrete pry-out failure</h4>\n<p>Concrete pry-out failure of shear-loaded anchors is verified only in Connection. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/50dbe5ee-716e-42bf-b01b-bb3128305f72/22.png\" data-asset-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" data-image-id=\"c1e6f12a-45a5-4a95-8237-46dd4129a930\" alt=\"\"></figure>\n<p>The shear capacity of the concrete through the base plate is then assessed in the Detail application. </p>\n<h4>d) Concrete edge failure</h4>\n<p>Concrete edge failure of shear-loaded anchors is verified in Connection only for plain concrete. Anchor shear resistance is checked in IDEA StatiCa Connection according to the following formula:</p>\n<figure data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ef3d36b2-d22b-4bda-b857-29a636c8bc21/23.png\" data-asset-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" data-image-id=\"9b8d7c48-0539-441f-8c97-63be3393d355\" alt=\"\"></figure>\n<p>Concrete edge failure can be checked in the Detail (reinforced concrete only). </p>\n<h4>Additional checks for reinforced concrete blocks:</h4>\n<p>For reinforced footings, an additional reinforcement assessment is required. Steel and anchorage failure of reinforcement is part of the reinforcement assessment in IDEA StatiCa Detail. </p>\n<p><strong>e) Steel failure of supplementary reinforcement</strong></p>\n<p><strong>f) Anchorage failure of supplementary reinforcement</strong></p>\n<h2>Conclusion</h2>\n<p>The most significant advantage can be found in examples such as anchoring close to an edge and other cases where plain concrete does not meet the required load. Note that, anchors and shear lugs need to be further assessed in Connection, but together, these two software tools provide a comprehensive solution.</p>\n<p>Due to the method and the way the application is designed, the <strong>Detail application is only suitable for reinforced footings.</strong> </p>\n<p><br></p>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<p>Next to the <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">highlights in version 24.1</a>, read the full list of the new functionality:</p>\n<h2>Concrete Design</h2>\n<p><strong>Detail 3D (Eurocode only)</strong></p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is out of BETA</a> and verified for anchoring</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Shear transfer</a> through anchors, shear lugs, and friction</li>\n <li><a data-item-id=\"270b17d4-280e-4c4b-b83e-ae25015afb38\" href=\"\">Full Connection export with new entities</a></li>\n <li><a data-item-id=\"853de83d-1111-46f4-a95d-4a21630613a9\" href=\"\">Results interpretation improvement</a> – Sections, Stress check</li>\n <li><a data-item-id=\"a2cf325c-75de-43ad-a564-623204b11903\" href=\"\">Work plane grids</a> for designing new entities</li>\n <li>Fine mesh around anchors and app stability</li>\n</ul>\n<p><strong>Detail 2D</strong></p>\n<ul>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">New templates</a> (Eurocode only)</li>\n <li><a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\">Improved SLS combinations</a> (Eurocode only)</li>\n <li><a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\">Stiffness for point supports</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Lateral Torsional Buckling</a> (Eurocode only)</li>\n</ul>\n<h2>Steel Design</h2>\n<ul>\n <li><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Measuring tool in Connection</a></li>\n <li><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Project item and material management</a></li>\n <li><a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">Multiselect and multiedit in Connection</a></li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\">Fast app response with quick cancel of calculations</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/project-item-and-material-management#buckling-in-every-project\">Buckling calculations in the backstage menu</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Theoretical-background-in-Report-updated\">Theoretical Background in the report</a> in Italian and Portuguese</li>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-import-a-plate-from-dxf#Smooth-import-of-plate-shape-from-dxf\">Smooth import of plate shape from DXF</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\">Enhanced parametric design templates</a></li>\n <li><a data-item-id=\"c45b2f39-b0a5-483f-a187-0c9e3d67683e\" href=\"\">Regional improvements</a></li>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatic code selection for anchoring check</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing around bolt and pin holes</a></li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<ul>\n <li><a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\">Multi-management and grouping tools in Checkbot</a></li>\n <li><a data-item-id=\"634feb76-63f1-49fd-b680-f4ff75195c99\" href=\"\">Parameters made useful for everyone</a></li>\n <li><a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\">HILTI PROFIS plugin in Checkbot</a></li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">60% faster FEA imports to Checkbot</a></li>\n <li><a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\">IFC export 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"value": "<p>Next to the <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">highlights in version 24.0</a>, read the full list of the new functionality:</p>\n<h2>Steel Design</h2>\n<p><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Parametric templates in Connection Library</a> (patch 23.1.5)</p>\n<p><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\">Clear, user-defined sketches in the report</a></p>\n<p><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\">Automatic weld sizing to ductility</a> (patch 23.1.4)</p>\n<p><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\">Automatic weld sizing to capacity estimation</a></p>\n<p><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\">Partial Joint Penetration (PJP) groove welds</a></p>\n<p><a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\">Steel pins</a></p>\n<p><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\">Hooked anchors/L-bolts in AISC/ACI</a> </p>\n<p><a data-item-id=\"7e5fca20-7db7-41f7-a89f-a1bcdb4bbe67\" href=\"\">Check of anchor tension as bolt tension option (AS)</a></p>\n<p><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\">Change the language of Report</a></p>\n<p><a data-item-id=\"5e75040c-50fe-4c63-9b78-57ae7396de1d\" href=\"\">Sliding option for foundation block</a> (patch 23.1.1)</p>\n<p><a data-item-id=\"a6f88986-2d1f-4407-973c-9f1f382900ab\" href=\"\">Cut of plate in parallel planes</a> (patch 23.1.1)</p>\n<p><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Extend the member using the cut operation</a></p>\n<p><a data-item-id=\"e57e8357-eae9-4024-8feb-cd0ce202a389\" href=\"\">New template dialog for Connection library designs</a> (patch 23.1.2)</p>\n<p><a data-item-id=\"a0b76010-c894-49fe-9629-8ef7ed3e187c\" href=\"\">Consistency in Connection and Member models</a></p>\n<p><a data-item-id=\"03ea11dc-fc23-454d-bda3-174d43e9cbe0\" href=\"\">Limiting short lines in imported DXF files</a> (patch 23.1.2)</p>\n<p><a data-item-id=\"c5362247-bbd0-4f61-a0bf-d229ff2fa1aa\" href=\"\">High-strength steel notifications</a></p>\n<p><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Out of surface load warning in Member</a> (patch 23.1.1)</p>\n<p><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\">Autodesign of bolts to shear</a></p>\n<p>Connection Library database increased from 400k to 1000k, with new filters (AISC/EN,…) </p>\n<h2>Concrete Design</h2>\n<p><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\">3D Detail - Reinforced concrete footings</a> (BETA)</p>\n<p><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\">3D Detail - Wall members subjected to general load</a> (BETA)</p>\n<p><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\">Import of anchoring from Connection to Detail</a> (BETA)</p>\n<p><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\">Detail Property Grid - Multiselect / Multiedit</a></p>\n<p><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\">Customizable report tab in Detail</a> (patch 23.1.5)</p>\n<p><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\">RCS API for streamlined and efficient design processes</a> (patch 23.1.3)</p>\n<p><a data-item-id=\"9012b52a-b65e-4cfc-85a4-e9c162efad3a\" href=\"\">Simple insertion of table inputs into Detail</a> (patch 23.1.2)</p>\n<p><a data-item-id=\"6654c799-ecbd-4976-8353-eff77670b4fb\" href=\"\">User interface improvements in Detail</a> (patch 23.1.3)</p>\n<p><a data-item-id=\"95355659-ef2e-4d09-8b3c-5cc0c754a535\" href=\"\">Presentation of relevant curve results in detailed graphs in Detail</a> (patch 23.1.3)</p>\n<p><a data-item-id=\"fc697d71-bb97-4925-a4df-028ce07e4da4\" href=\"\">Unified Materials tab for the management of cross-sections and materials in Detail</a> (patch 23.1.4)</p>\n<p><a data-item-id=\"26ad13f0-a9a6-4d9b-b4e0-2dfd6e751164\" href=\"\">SIA 262:2013 in RCS and Beam</a></p>\n<p><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Accurate calculation of the shear resistance of slabs</a> (patch 23.1.2)</p>\n<h2>BIM and Checkbot</h2>\n<p><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free structural design hub for all supported FEA and CAD</a></p>\n<p><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\">Checkbot ready for big projects</a></p>\n<p><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\">Viewer improvements</a></p>\n<p><a data-item-id=\"5f472db6-1854-4ad5-af58-135aebafeb08\" href=\"\">Enhanced 3D scene interaction and property management in Checkbot</a> (patch 23.1.4)</p>\n<p><a data-item-id=\"9084a334-04a2-467b-b4d1-e373b500fd15\" href=\"\">Tekla BimApi link available on GitHub</a></p>\n<p><a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\">Supported versions in 24.0</a></p>\n<h2>Usability and Licensing</h2>\n<p><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\">Single Sign-on (SSO)</a> </p>\n<p><a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\">User Portal - redesign & enhancements</a></p>\n<p><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Shared settings within the whole tool range</a></p>\n<p><a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\">Error handling with Support center integration</a> (patch 23.1.3)</p>\n<p><a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">In-app tooltips and links with Support Center</a></p>\n<p><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\">Keyboard shortcuts (hotkeys) in IDEA StatiCa apps</a></p>\n<p>New Portuguese (Brazilian) language in apps</p>\n<h2>Full release notes</h2>\n<p>Below, you can download the <strong>Release notes </strong>for IDEA StatiCa 24.0 in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"dcd40b7f_0645_01b4_2a83_60389858c52f\"></object>"
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"value": "<h2>News for Steel</h2>\n<p>Another wish fulfilled for our users - <strong>pins as a new fastener type</strong> can be used for modeling <strong>pin connections</strong> as well as help in cases where a <strong>one-bolt connection</strong> doesn't meet the Eurocode requirement. </p>\n<figure data-asset-id=\"436c3a72-0182-463d-8a3a-032c3c37a192\" data-image-id=\"436c3a72-0182-463d-8a3a-032c3c37a192\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cfc7303a-bf85-4e0a-b241-34a953f881db/Steel%20pins0a.png\" data-asset-id=\"436c3a72-0182-463d-8a3a-032c3c37a192\" data-image-id=\"436c3a72-0182-463d-8a3a-032c3c37a192\" alt=\"\"></figure>\n<p>The integration of <strong>parametric templates</strong> into the <strong>Connection Library</strong> allows users to create and use a <strong>universal collection of templates</strong> that can be effortlessly customized and swiftly used saving time of repetitive input.</p>\n<p>Another time cutter - <strong>automatic weld sizing and the auto-design of bolts</strong> provide faster modeling and absolutely safe design of welded and bolted connections. Discover also the set of enhanced modeling features in Connection and Member, whether it's the <strong>plate-cutting method </strong>or<strong> sliding support</strong> option.</p>\n<p>Are you working internationally? You can now <strong>choose the language of your Report</strong> regardless of your application language. But that is not yet the full list!</p>\n<h2>News for Concrete and Prestressing</h2>\n<p>The revolutionary 3D Detail is here! In its released BETA version, we focused on the biggest pains among the engineering community - <strong>anchoring in reinforced concrete blocks</strong> and <strong>reinforced walls loaded out-of-plane</strong>. 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The <strong>Detail app </strong>got many more improvements, such as <strong>multi-select with bulk modifications</strong>, <strong>faster 3D scenes</strong>, comprehensive <strong>user interface tools,</strong> etc. Its <strong>report </strong>can now be much better<strong> customized, organized</strong>, and enriched by the advanced <strong>Bill of Material</strong>.</p>\n<p>For the advanced users and programing fans there is the <strong>new API for the RCS app</strong>. It is based on REST technology, with clients for both <strong>.Net (C#), Python and other languages</strong> and provides a user-friendly tool for the<strong> optimization and automation</strong> of concrete structural reinforced cross-section designs. </p>\n<h2>News for BIM links and cloud tools</h2>\n<p>In version 24.0 comes the <strong>free version of the ultimate BIM tool, the Checkbot</strong>. It will replace the free CAD plugins and, at the same time, offer much more functionality to become a<strong> true hub for processing data</strong> from various software and <strong>sharing between everybody </strong>involved in a project. We have also tuned the <strong>import data stream </strong>so that Checkbot is now able to read data quickly and deal with massive projects without slowing down. </p>\n<figure data-asset-id=\"d1f88a30-518d-417a-b916-1f464baa8749\" data-image-id=\"d1f88a30-518d-417a-b916-1f464baa8749\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/1d43d05c-c1b6-4d1f-88db-a58543c5ea45/Free%20checkbot%20title.png\" data-asset-id=\"d1f88a30-518d-417a-b916-1f464baa8749\" data-image-id=\"d1f88a30-518d-417a-b916-1f464baa8749\" alt=\"\"></figure>\n<p>The <strong>free online Viewer </strong>has been revamped and upgraded with high-quality servers for <strong>much faster and reliable interaction</strong>. 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"value": "<h2>Version compatibility</h2>\n<p>IDEA StatiCa software version (e.g., 22.1.3.0789) is described by a number represented by the major version (22), minor version (.1), patch number (.3), and build number (.0789).</p>\n<p>Every major and minor version of IDEA StatiCa applications changes project data and makes it impossible to use in the previous versions. This means if you create or save a project in version 22.1, you can not open it in 22.0.</p>\n<p>However, patches within the same version are compatible, so if you create or save a project in patch 22.1.3, you can still open it in patch 22.1.0.</p>\n<p>The cloud services, such as the <a data-item-id=\"5b39bcd0-4f5e-463d-9ef7-b6dd5cdf58ee\" href=\"\">Viewer</a>, always generate project files in the latest IDEA StatiCa version and patch released.</p>\n<h2>Opening an old project in a newer version</h2>\n<p>Models designed in older versions of IDEA StatiCa may show differences when you upgrade to the newest version. When upgrading to a newer version of the program, you may encounter some differences associated with opening models created in older versions. </p>\n<p>To get updated, please read the <a href=\"https://www.ideastatica.com/support-center-release-notes\" data-new-window=\"true\" target=\"_blank\" rel=\"noopener noreferrer\">release notes</a> for every major and minor version released, together with patch updates and <a data-item-id=\"26e29f8c-f439-430a-8ffd-f16af55d4c31\" href=\"\">lists of resolved bugs</a>.</p>\n<p>Below is a list of the most important changes for each new version of the program that may lead to some changes in results:</p>\n<h3>Changes in version 25.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a href=\"https://preview.ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update of the FEM mesh for CHS members</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Stepped analysis in Member</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Buckling calculation of models with pins</a></li>\n <li><a href=\"https://preview.ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Large deformation warning</a></li>\n</ul>\n<p>CONCRETE</p>\n<p>There were several essential improvements to the underlying analysis model. The anchor mesh has been refined, the bond stiffness has been recalibrated, and the whole system of constraints between anchors and concrete block has been enhanced to better reflect real load-slip behavior. In addition, the contact interaction representing the bearing of anchors against concrete under shear loading has been tuned based on internal research, various studies, and code guidance. Altogether, these refinements improve the realism of the load transfer mechanism, which means that the results may differ from previous versions — typically being more realistic and less conservative, while remaining safe.</p>\n<p>Read the <a data-item-id=\"e10d94b2-d7f4-48d0-ba3b-0ac3e73a8fb9\" href=\"\">highlights</a> and the <a data-item-id=\"44b90fbb-8348-4643-8966-823b2c71587b\" href=\"\">full list of improvements</a> in Release notes IDEA StatiCa 25.1.</p>\n<h3>Changes in version 25.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"19493ffb-f7cc-4070-8da9-7de73a4104fb\" href=\"\">Geometrically nonlinear analysis</a> (GMNA)</li>\n <li><a data-item-id=\"39838f72-2f1e-4385-9393-952efa63dc20\" href=\"\">Weld spreading area</a></li>\n</ul>\n<p>Read the <a data-item-id=\"4092856c-6824-4dcf-b42e-4a7a9b561c83\" href=\"\">highlights</a> and the <a data-item-id=\"16ee2c44-5334-4be9-8cc8-5100e7211880\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 25.0.</p>\n<h3>Changes in version 24.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">Automatic code selection for anchoring check</a></li>\n <li><a data-item-id=\"939df342-cb53-4862-aef6-f71038dcbd91\" href=\"\">Meshing around bolt and pin holes improved</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\">3D Detail is out of BETA</a> and verified for anchoring</li>\n <li><a data-item-id=\"9cbe085e-7b89-4860-a28d-33fe19f1c4ae\" href=\"\">Shear transfer</a> through anchors, shear lugs, and friction</li>\n <li><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\">Lateral Torsional Buckling</a> (Eurocode only)</li>\n</ul>\n<p>Read the <a data-item-id=\"2930d8aa-f173-4be0-a2eb-6142785d5361\" href=\"\">highlights</a> and the <a data-item-id=\"17d58b3b-ad50-4d8b-9be5-8c387010e618\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 24.1.</p>\n<h3>Changes in version 24.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Out of surface load warning in Member</a> (patch 23.1.1)</li>\n <li><a data-item-id=\"af78d64f-182b-4c58-ac7d-4f5e02505e9b\" href=\"\">Extend the member using the cut operation</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Accurate calculation of the shear resistance of slabs</a> (patch 23.1.2)</li>\n</ul>\n<p>BIM and CLOUD SERVICES</p>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\">Checkbot Free structural design hub for all supported FEA and CAD</a>, and termination of the free Viewer plugins</li>\n</ul>\n<p>Read the <a data-item-id=\"d20b6ced-cb86-4b2c-9488-1788032ab730\" href=\"\">highlights</a> and the <a data-item-id=\"52afe115-4e0f-4c6a-be42-e82757fdb937\" href=\"\">full list of improvements</a> in the Release notes IDEA StatiCa 24.0.</p>\n<h3>Changes in version 23.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Welds – autodesign, input, warnings, visualization</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Shear force position input and visualization</a> (since patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Yield strength reduction for high-strength steel hollow sections</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warning for welds and bolts connecting the same plates</a> (since patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Filler plate (packing plate) recognition</a> (since patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailing improvements for bolts and welds in Eurocode</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitations to checks of anchors</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Detailed calculation of connection design material values displayed in the plates' result table</a></li>\n <li>AISC steel and bolt grade materials for AISC360-22 (since patch 23.0.4)</li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularity detection in Member</a> (since patch 23.0.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Interaction code-check advancements in RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"068f049a-e99f-4d33-9148-692c33fad018\" href=\"\">Release notes IDEA StatiCa 23.1</a>.</p>\n<h3>Changes in version 23.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"b43e9a21-f95d-40c7-96be-62c96573bc3b\" href=\"\">Qualification checks of seismic prequalified connections for AISC</a></li>\n <li><a data-item-id=\"20bea177-2a2e-4326-adb2-82c7e021cae7\" href=\"\">Update of ANSI/AISC 360-22, CSA S16:19 standards, and Taiwain sections</a> </li>\n <li><a data-item-id=\"d4c5223a-47bd-4c4a-b3cf-041381232705\" href=\"\">Anchors with stand-off</a> (since patch 22.1.5)</li>\n <li><a data-item-id=\"1fa719d0-2d65-42bb-b892-7b1bdb540d77\" href=\"\">Eurocode updates to thin-walled members and anchors</a></li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailing improvements for bolts and welds in Eurocode</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitations to checks of anchors</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"ae8ec5d5-7aff-4dc1-9e94-a414912414c1\" href=\"\">Edge indexing in Member and Connection models</a></li>\n <li><a data-item-id=\"f1af1623-b7a3-4b77-8562-18cddae30194\" href=\"\">Load Extreme Selection</a> (since patch 22.1.3)</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"77cd8496-7dd0-44e8-8153-3f7498958c0c\" href=\"\">Limited stress check feature in Detail</a></li>\n <li><a data-item-id=\"11765fc5-842e-4fe5-afed-c54104da47d5\" href=\"\">Implementation of long-term losses in Detail</a></li>\n <li><a data-item-id=\"b2f21cdf-2d85-4815-ad24-fbe41ac65093\" href=\"\">Improvements for ACI 318-19 in Detail</a></li>\n <li><a data-item-id=\"358763b8-7373-444f-ab5f-d207d38e281b\" href=\"\">Imperial rounding improvements in Detail</a></li>\n <li><a data-item-id=\"9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e\" href=\"\">Equivalent time for deflection in Beam</a> (since patch 22.1.3)</li>\n <li><a data-item-id=\"fcf88cfa-ef51-4afa-a139-917a5f1f8cbb\" href=\"\">Triangular mesh in concrete Member</a></li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Interaction code-check improvements in RCS</a> (since patch 23.0.2)</li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"9a275699-6cf5-48a3-ac7c-1154c4c1331a\" href=\"\">Release notes IDEA StatiCa 23.0</a>.</p>\n<h3>Changes in version 22.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"eed5a14c-0581-42b1-8a67-7181fb8d4fdf\" href=\"\">Angle to the grain of the steel-to-timber connections</a></li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"eac075cc-9e8a-4d0b-b678-e94b527863df\" href=\"\">GMNIA solver extended to shear and torsion effects</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"8136efc3-3a87-48df-9cb2-890edbe4cfb2\" href=\"\">Release notes IDEA StatiCa 22.1</a>.</p>\n<h3>Changes in version 22.0</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c\" href=\"\">Loads in equilibrium by default</a></li>\n <li><a data-item-id=\"a2f4a486-315f-4571-a9b3-abdcfff0b7a8\" href=\"\">Fatigue analysis - how the results are displayed</a></li>\n <li><a data-item-id=\"f89307a5-4bac-4632-bb5f-1a2586f199a3\" href=\"\">Through bolts for hollow sections warning</a></li>\n <li>Connection Lite update</li>\n</ul>\n<p>CONCRETE</p>\n<ul>\n <li><a data-item-id=\"293fcced-8994-4a81-a805-88267657c66a\" href=\"\">Update of eccentricity definition of a normal force for concrete columns according to Eurocode</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"29c317b9-212a-4207-8b4f-16d75c99ea4d\" href=\"\">Release notes IDEA StatiCa 22.0</a>.</p>\n<h3>Changes in version 21.1</h3>\n<p>STEEL</p>\n<ul>\n <li><a data-item-id=\"c3e0558d-c799-44e3-8961-57cdbc9434d9\" href=\"\">Bearing type options for bolts in version 21.1 and onwards</a></li>\n <li><a data-item-id=\"6a1966e1-7905-4ced-a002-c8f568072d4c\" href=\"\">Weld checks specifics as per Eurocode (EN) and Indian Standard (IS)</a></li>\n <li><a data-item-id=\"7510a749-ad18-4a34-bacf-44b7b9647bde\" href=\"\">Slip resistance check update according to SP 16</a></li>\n</ul>\n<p>For users of <strong>Template Manager</strong>, use version 21.1 to <a data-item-id=\"f15a7793-7b4f-4714-b8aa-13f6579d95e6\" href=\"\">transfer your designs into the new Connection Library</a>.</p>\n<p>Read the full list of improvements in <a data-item-id=\"6e8b2b16-b334-4518-9317-cf64b8503410\" href=\"\">Release notes IDEA StatiCa 21.1</a>.</p>\n<h3>Changes in version 21.0</h3>\n<p>The biggest change since version 21.0 is in the analytical model of members in Connection, please read the <a data-item-id=\"521c376f-96f7-4217-b0ee-29cc1d404d34\" href=\"\">Updated CBFEM solver</a> article, and the <a data-item-id=\"2b6ef976-6002-4d3a-aea1-1d974d1b2599\" href=\"\">Condensed superelements - invisible but essential</a> blog post. The impact of the changes is also described in <a data-item-id=\"d6b52773-3d62-47c6-b200-ea5d94f669b8\" href=\"\">Analysis model improvements in IDEA StatiCa version 21.0</a> article.</p>\n<p>Read the full list of improvements in <a data-item-id=\"d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50\" href=\"\">Release notes IDEA StatiCa 21.0</a>.</p>\n<h3>Changes in version 20.1</h3>\n<p>Here, we point out articles describing the main differences between the older and newer version.</p>\n<ul>\n <li><a data-item-id=\"8f9596de-f78e-4169-ad3a-79d88ef7bd6f\" href=\"\">Improved model of contacts</a></li>\n <li><a data-item-id=\"040fcb75-d544-4d75-bc49-182d150177d7\" href=\"\">Butt welds upgraded model</a></li>\n <li><a data-item-id=\"26804761-f112-4709-a9a5-4f54410ddc34\" href=\"\">Bolt bearing distances for Eurocode</a></li>\n <li><a data-item-id=\"16cdb752-6f79-408d-81b6-cc33f0b41778\" href=\"\">Connecting plate eccentricity</a></li>\n</ul>\n<p>Read the full list of improvements in <a data-item-id=\"28c5e551-7dcf-4aed-93a1-97e001d6f3bc\" href=\"\">Release notes IDEA StatiCa Steel 20.1</a> and <a data-item-id=\"79ff8a70-a79d-483c-8ce8-218a5f43cadc\" href=\"\">Release notes IDEA StatiCa Concrete 20.1</a>.</p>\n<h3>Changes in version 20</h3>\n<p><strong>Cleat manufacturing operation refactoring</strong></p>\n<p>In the previous version Cleat manufacturing operation sometimes made L cross-section legs swapped, mostly while the members were rotated along the longitudinal axis. From now on, the L sections are positioned correctly, and the legs orientation is kept the same while introducing rotation to the member. The new mechanism behind is based on the new member positioning (by its LCS coordinates - rather then it's Rotations).</p>\n<p><strong>Local coordinate systems of the members in FEA/CAD applications</strong></p>\n<p>All member entities in FEA/CAD applications are created in a way that their definition axis has the start and the end. These two points are taken as a vector to define the local coordinate system of the member. In each FEA/CAD application project are these data information stored and can be used during the import. We took advantage of that, and it helps to improve the correctness of our BIM link geometry import. On the other hand, it changes the rules of the game, and the user must pay attention to the way how the model is created in FEA/CAD because it has an impact on the CBFEM Connection model also. We recommend to pay attention while importing from FEA/CAD projects into the version 20, the local coordinate system of the members may change the model to and difference compared to the model imported into the previous versions is eminent. </p>\n<figure data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8df14b81-7a90-42db-9b62-e7e511acf069/CleatRefactoring.png\" data-asset-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" data-image-id=\"598f53c8-737d-4644-8ad8-b1803561fe51\" alt=\"Compatibility of versions\"></figure>\n<p><strong>Member application projects compatibility</strong></p>\n<p>IDEA StatiCa Member application passes through agile development, especially the data storage architecture and the guided user interface. Based on this it's obvious that the projects created in the older versions may not be correctly opened in version 20 or the application may fail to open them. Please be aware of that and excuse IDEA StatiCa for inconvenience. </p>\n<p>Read the full list of improvements in <a data-item-id=\"4ba1aea8-5819-4504-bfc7-717be84625d1\" href=\"\">Release notes IDEA StatiCa Steel 20.0</a> and <a data-item-id=\"2c50b5cb-2dde-450d-89bd-989d1b561084\" href=\"\">Release notes IDEA StatiCa Concrete 20.0</a>.</p>\n<h3>Changes in version 10.1 and older</h3>\n<p>One of the reasons behind the new GUI is that a lot of engineers were saying: „IDEA StatiCa Connection needs to be more error-proof”. These “errors” are usually related to:</p>\n<ul>\n <li>Setting the correct <strong>length of members</strong> – in cases of extremely short or long members, this can hugely influence the results. Since version 9, IDEA StatiCa Connection automatically sets an appropriate length of all members.</li>\n <li><strong>Welds </strong>– stress plastic redistribution is by far the most accurate design method for welds and was introduced in version 7.1. During version 8 – and as a transition period - it was the default method, coexisting with the other evaluation methods. Since version 9, this method is the only option available and the other evaluation methods have been removed, to avoid confusion among the users, as we have seen through our helpdesk. This ensures that all welds in the project are safely designed and complying with the code.</li>\n</ul>\n<p>We have implemented several <strong>control mechanisms</strong> for IDEA StatiCa Connection since version 9.0 – automatic-check when the connection is modeled in a recommend way (singularity check, member lengths, their offsets, …). If the connection is not modeled properly, the calculation is interrupted or an error message is displayed. Please be aware that because of all of these improvements, opening projects from previous versions can lead to a different model geometry that may need some further editing.</p>\n<p>We have also improved <strong>meshing </strong>of hollow sections members – IDEA StatiCa Connection since version 9.0 generates finer meshing on hollow section members which might lead to slightly different results compared to older versions.</p>\n<p>We display the compatibility warning on each opening of a project from the older versions:</p>\n<figure data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4f3f50d3-c4a7-4a36-bcac-0314ba747522/Opening%20older%20models%20in%20current%20version.png\" data-asset-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" data-image-id=\"f0efb8d7-94e8-42aa-9603-c58548093a59\" alt=\"Compatibility of versions\"></figure>"
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"value": "<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8c4e3afa_7abc_015a_67d5_f2fee4434523\"></object>\n<p>Next to the <a href=\"https://preview.ideastatica.com/idea-statica-25-1-release-highlights\">highlights in version 25.1</a>, read the full list of the new functionality: </p>\n<h2>Concrete Design</h2>\n<p><strong>Detail</strong></p>\n<p>3D analysis</p>\n<ul>\n <li><a data-item-id=\"10e87806-c370-4f36-97fd-c9eb0824350f\" href=\"\">Anchor types (headed studs, washer plates, smooth rebars)</a></li>\n <li><a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">Update of Cast-in plates</a></li>\n <li><a data-item-id=\"2a4f94ba-b8bb-4cab-abfc-d5c6d81e4f16\" href=\"\">Anchoring plates options</a></li>\n <li><a href=\"https://ideastatica.com/support-center/modeling-options-negative-volume-cutting-plane-and-cut-related-to-center-point#25-1-referenced-to-the-center\">Anchors tied to the base plate and referenced to the center</a></li>\n <li><a href=\"https://ideastatica.com/support-center/loading-and-combinations#the-stub\">Stub of steel member for load transfer</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#anchoring-australian-code\">Australian code for anchoring</a></li>\n</ul>\n<p>2D analysis</p>\n<ul>\n <li><a data-item-id=\"1292bf28-f868-4b04-83fa-add42c2b060b\" href=\"\">Unbonded tendons</a></li>\n <li><a data-item-id=\"182f8ba8-899b-44fc-a1c7-59d562ef8c6c\" href=\"\">Smooth rebars</a></li>\n <li><a href=\"https://ideastatica.com/support-center/australian-code-for-detail#prestressing-australian-code\">Australian code for prestressing</a></li>\n</ul>\n<p>Common improvements</p>\n<ul>\n <li><a data-item-id=\"e2072e23-d102-479f-b977-a0f9d46a3ca6\" href=\"\">Advanced result representation</a></li>\n <li><a data-item-id=\"6276678a-d51d-4c58-ae53-9cefd64caffe\" href=\"\">UK concrete grades</a></li>\n</ul>\n<p><strong>Beam</strong></p>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/lateral-torsional-buckling-for-prefabricated-beams#rn25-1-ltb-results\">LTB results included in Beam</a> and <a href=\"https://ideastatica.com/support-center/lateral-torsional-buckling-for-prefabricated-beams#rn25-1-rotational-stiffness\">torsional stiffness definition</a></li>\n</ul>\n<h2>Steel Design</h2>\n<p>Enhancements in the anchoring design</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-anchor-types\">Anchor type selection for better understandability</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-cast-in-plates\">Cast-in plates (Eurocode)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-more-base-plates-one-block\">Anchoring on different planes</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-anchors-on-edges\">Two base-plates (operations) in one block</a></li>\n <li><a href=\"https://ideastatica.com/support-center/advanced-anchoring#25-1-general-anchors\">General anchor database</a></li>\n </ul>\n</ul>\n<h3>Improvements in the design templates</h3>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/combination-of-a-parametric-template-and-unrelated-operations#25-1-more-templates\">Multiple templates applicable to one model</a></li>\n <li><a href=\"https://ideastatica.com/support-center/parametric-templates-in-connection-library#25-1-predefined-set\">Improvements of the predefined set</a></li>\n <li><a data-item-id=\"420032ee-9900-4606-bf26-378e996cd665\" href=\"\">Bulk import of templates to Connection Library</a></li>\n </ul>\n</ul>\n<p>Customization of your projects</p>\n<ul>\n <ul>\n <li><a href=\"https://www.ideastatica.com/support-center/how-to-create-and-export-a-report-to-ms-word-pdf-or-dxf-files#25-1-Report-settings\">Saving the report defaults for every Connection project</a></li>\n <li><a href=\"https://ideastatica.com/support-center/saving-of-user-defined-cross-sections-to-mprl#MPRL-25-1\">Saving the general cross-section into MPRL</a></li>\n </ul>\n</ul>\n<p>Regional improvements</p>\n<ul>\n <ul>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-WTsections\">WT sections added to the library (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-ACI318-25\">Implementation of ACI 318-25 (AISC)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-anchorage-IS\">Anchorage checks in the Indian Standard (IS)</a></li>\n <li><a href=\"https://ideastatica.com/support-center/regional-improvements-in-25-1#25-1-new-languages\">New languages - Bulgarian, Croatian, Ukrainian, Traditional Chinese</a></li>\n </ul>\n</ul>\n<p>Accuracy of the results, safety of the project</p>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/smooth-results-with-precise-meshing#25-1-CHS-mesh\">Update of the FEM mesh for CHS members</a></li>\n <li><a href=\"https://ideastatica.com/support-center/updated-cbfem-solver#member-calculation-25-1\">Stepped analysis in Member</a></li>\n <li><a href=\"https://ideastatica.com/support-center/steel-pins#25-1-pin-buckling\">Buckling calculation of models with pins</a></li>\n <li><a href=\"https://ideastatica.com/support-center/connection-analysis-0-or-doesn-t-reach-100#warning-big-deformation\">Large deformation warning</a></li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<h3>Checkbot workflows</h3>\n<ul>\n <li><a href=\"http://ideastatica.com/support-center/checkbot-bulk-bim-workflows#alignment-of-members-by-cross-section\">Alignment of members by cross-section</a></li>\n <li><a href=\"http://ideastatica.com/support-center/checkbot-bulk-bim-workflows#calculate-buckling-analysis-for-all-connections\">Calculate buckling analysis for all connections</a></li>\n <li><a href=\"http://ideastatica.com/support-center/bulk-workflows-and-critical-load-filter-in-checkbot#bulk-calculation-progress-bar-and-cancel\">Bulk calculation progress bar and cancel</a></li>\n <li><a href=\"http://ideastatica.com/support-center/bulk-workflows-and-critical-load-filter-in-checkbot#bulk-report-for-all-connections-in-the-Checkbot-project\">Bulk report for all connections in the Checkbot project</a></li>\n</ul>\n<h3>BIM links</h3>\n<ul>\n <li><a data-item-id=\"b3d3da84-9c37-4296-8df1-643f1f87dacd\" href=\"\">ETABS and SAP2000 BIM link to Detail</a></li>\n <li><a href=\"http://ideastatica.com/support-center/api-developer-documentation-website#connection-api-functions-update\">Connection API functions update</a></li>\n <li><a data-item-id=\"eafb9bb3-40dd-4541-a819-c970430ce001\" href=\"\">Supported BIM links in version 25.1</a></li>\n</ul>\n<h2>Cloud tools and general improvements</h2>\n<ul>\n <li><a href=\"https://ideastatica.com/support-center/connection-library-the-largest-database-of-downloadable-steel-connections#Bookmarks-in-CL\">Bookmarks for Connection Library</a></li>\n <li><a href=\"https://ideastatica.com/support-center/direct-link-from-connection-to-viewer#Link-shared-via-email\">Connection project shared via email</a></li>\n <li><a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\">Extended tooltips in apps help with clarity</a></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n873ce755_cf5f_0121_a49d_be4731d08cba\"></object>"
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"value": "<h2>Version 25.0 highlights</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4a15c500_e2ab_010f_3379_c04b82cc7c36\"></object>\n<h2>Concrete Design</h2>\n<ul>\n <li><strong>Anchoring design extended</strong> with <a data-item-id=\"35df682b-c8f1-4bfa-9a34-26b74991d405\" href=\"\">cast-in plates</a>, <a data-item-id=\"66c5106a-42a9-49a9-9e0c-0fa806b495c3\" href=\"\">column pedestals and general foundation shapes</a>. 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New possibility to <a data-item-id=\"e8d3e9e8-0671-460a-bc80-22eb894538ca\" href=\"\"><strong>combine parametric template with custom operations</strong></a>.</li>\n <li><strong>Shareable </strong>custom-made steel <a data-item-id=\"60b0c9c3-2cd1-43b2-a025-3933402ec16b\" href=\"\"><strong>cross-sections stored in MPRL</strong></a>.</li>\n <li>Bolt connections with <a data-item-id=\"ddb0faed-a5ef-477b-b2b0-7de0b09b1fc5\" href=\"\"><strong>slotted holes with</strong> <strong>plate (multiple plates) selection.</strong></a></li>\n <li><a data-item-id=\"b69964d5-581d-4184-bddd-80b58f80a902\" href=\"\"><strong>Regional improvements</strong></a><strong> - </strong>PJP welds for EC, ACI code version 318-19, and anchoring for GB (China) code. English language of our tools is adjusted to regional specifics of UK and US markets.</li>\n <li>Sharing of the structural model through <a data-item-id=\"5152d8ac-d32e-4980-94a5-02c3192596a2\" href=\"\"><strong>Viewer directly from Connection</strong></a>. 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"value": "<h2>Version 23.1 highlights</h2>\n<p>For steel, we did a lot in <strong>error-proofing and reporting</strong> – welds, load position, and detailing checks. IDEA StatiCa Member now has an input wizard and the ability to select rigid supports, dramatically speeding up your inputs and limiting errors. The <strong>fire design</strong> of connections also includes calculating the temperatures automatically. </p>\n<p>IDEA StatiCa Connection now <strong>generates IFC files</strong>, including all bolts, welds, and materials. Structural engineers can share connection designs with detailers. Our cloud app, <strong>Connection Library</strong>, the world's largest online database of steel connections, allows <strong>downloading and reusing</strong> connection files in the desktop app.</p>\n<p><strong>IDEA StatiCa Detail</strong>, our solution for the structural design of concrete walls and details, has undergone a complete <strong>user interface refactoring</strong>. New facelift of icons and ribbon, new modeling commands, better 3D scene, and more reporting options, all of which make your work much faster.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n776e2c06_3bf8_013b_c3e2_6859776eee5b\"></object>\n<h2>Steel connection design</h2>\n<ul>\n <li><a data-item-id=\"fd5bef4c-e557-461f-83a9-e7895e4cb0e0\" href=\"\">Export of an IFC file from IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"7b304893-2abe-4b0b-8ef2-5b0a4a55ac23\" href=\"\">Fire resistance – automatic temperature calculation</a></li>\n <li><a data-item-id=\"b4706514-8348-4710-918e-fd6b6e80c5f5\" href=\"\">Welds – autodesign, input, warnings, visualization</a></li>\n <li><a data-item-id=\"acaf2460-d59c-48fa-b682-764610d63a22\" href=\"\">The coherent icons and ribbon of IDEA StatiCa Connection</a></li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\">Connection Library – the world's largest database of downloadable steel connections</a></li>\n <li><a data-item-id=\"a92ec89a-9706-46a2-9681-e08ce1a1cec9\" href=\"\">Shear force position input and visualization</a> (since patch 23.0.5)</li>\n <li><a data-item-id=\"1352883b-0a63-4fa5-b379-7fa5536c9b4e\" href=\"\">Yield strength reduction for high-strength steel hollow sections</a></li>\n <li><a data-item-id=\"139d124d-d3e0-463d-979a-86ae271d3e81\" href=\"\">Warning for welds and bolts connecting the same plates</a> (since patch 23.0.4)</li>\n <li><a data-item-id=\"1148f543-3884-4985-b774-b8cc13147689\" href=\"\">Filler plate (packing plate) recognition</a> (since patch 23.0.3)</li>\n <li><a data-item-id=\"5f4c7d1f-5145-4fa0-a9bf-535808187857\" href=\"\">Detailing improvements for bolts and welds in Eurocode</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"26962c6a-7395-4994-b91c-2f02923d157f\" href=\"\">Limitations to checks of anchors</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"2cc695f0-16cc-40cf-87c4-c5f8c4ca6605\" href=\"\">Detailed calculation of connection design material values displayed in the plates' result table</a></li>\n <li>AISC steel and bolt grade materials for AISC360-22 (since patch 23.0.4)</li>\n <li><a data-item-id=\"a6f88986-2d1f-4407-973c-9f1f382900ab\" href=\"\">Cut of plate in parallel planes</a> (since patch 23.1.1)</li>\n <li><a data-item-id=\"e57e8357-eae9-4024-8feb-cd0ce202a389\" href=\"\">New template dialog for Connection library designs</a> (patch 23.1.2)</li>\n <li><a data-item-id=\"03ea11dc-fc23-454d-bda3-174d43e9cbe0\" href=\"\">Limiting short lines in imported DXF files</a> (patch 23.1.2)</li>\n <li><a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\">Automatic weld sizing</a> (patch 23.1.4)</li>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\">Parametric templates in Connection Library</a> (patch 23.1.5)</li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\">Code-setting consistency across Checkbot, Connection, and Member</a> (patch 23.1.5)</li>\n</ul>\n<h2>Steel member design</h2>\n<ul>\n <li><a data-item-id=\"51f637a2-2c12-4e17-ba60-b4d4457f04f8\" href=\"\">Member – rigid support member (RSM)</a></li>\n <li><a data-item-id=\"4485e112-0800-43dd-aa97-a50c144d5d87\" href=\"\">Strengthening of existing steel members</a></li>\n <li><a data-item-id=\"7c6e400b-9efb-4833-8cf7-66e95fc680cf\" href=\"\">Modeling wizard for typical use-cases in Steel Member</a></li>\n <li><a data-item-id=\"e9a04b3d-e2e6-4408-b09d-8403b233380f\" href=\"\">Singularity detection in Member</a> (since patch 23.0.3)</li>\n <li><a data-item-id=\"a812ce0d-b124-4e23-a47a-c23596542092\" href=\"\">Out of surface load warning in Member</a> (since patch 23.1.1)</li>\n <li><a data-item-id=\"5e75040c-50fe-4c63-9b78-57ae7396de1d\" href=\"\">Sliding option for foundation block</a> (patch 23.1.1)</li>\n</ul>\n<h2>Design of walls, details, and cross-sections</h2>\n<ul>\n <li><a data-item-id=\"5679b927-4f44-4875-be28-5342542fef8e\" href=\"\">Intuitive ribbon and navigation system for IDEA StatiCa Detail</a>, including,\n <ul>\n <li>Tree of entities, containing all elements of the model in one place</li>\n <li>Ability to add, copy, delete, or rename entities easily</li>\n <li>Filterable specific rebar elements for clarity</li>\n <li>Sortable entities in the tree based on your selected hierarchy</li>\n <li>Easy-to-find tools help you design reinforcement</li>\n </ul>\n </li>\n <li><a data-item-id=\"808008d4-d25a-403f-a4cd-ed61e1c71203\" href=\"\">Interaction code-check advancements in RCS</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"ee577133-34f8-4ce8-91f9-6f1c2b3c6dba\" href=\"\">Importing reinforcements from DXF files in IDEA StatiCa Detail</a></li>\n <li><a data-item-id=\"605deda1-c4b4-4050-9f9a-99dd7dcc89a1\" href=\"\">Bond model for SLS in Detail</a></li>\n <li><a data-item-id=\"9012b52a-b65e-4cfc-85a4-e9c162efad3a\" href=\"\">Simple insertion of table inputs into Detail</a> (patch 23.1.2)</li>\n <li><a data-item-id=\"431204ff-fe93-46cb-ab0c-eb74dc6bff6d\" href=\"\">Accurate calculation of the shear resistance of slabs</a> (patch 23.1.2)</li>\n <li><a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\">RCS API for streamlined and efficient design processes</a> (patch 23.1.3)</li>\n <li><a data-item-id=\"6654c799-ecbd-4976-8353-eff77670b4fb\" href=\"\">User interface improvements in Detail</a> (patch 23.1.3)</li>\n <li><a data-item-id=\"fc697d71-bb97-4925-a4df-028ce07e4da4\" href=\"\">Unified Materials tab for the management of cross-sections and materials in Detail</a> (patch 23.1.3)</li>\n <li><a data-item-id=\"95355659-ef2e-4d09-8b3c-5cc0c754a535\" href=\"\">Presentation of relevant curve results in detailed graphs in Detail</a> (patch 23.1.4)</li>\n <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\">Customizable report tab in Detail</a> (patch 23.1.5)</li>\n</ul>\n<h2>BIM links and education</h2>\n<p>BIM links reduce modeling time, decrease the number of copy-paste errors, and overcome any issues with data transference. In version 23.1, you can now access our new BIM link with <strong>SDS2</strong> by Allplan as well as an IDEA StatiCa plugin for the <strong>Rhino Grasshopper</strong> tool.</p>\n<ul>\n <li><a data-item-id=\"06245986-c2b4-418b-9cc4-4293cd8ef1bd\" href=\"\">IDEA StatiCa Grasshopper plugin</a></li>\n <li><a data-item-id=\"27e518e3-63ef-4833-9697-67939922ccc8\" href=\"\">BIM link with SDS2 by Allplan</a></li>\n <li><a data-item-id=\"43f3dfc4-bff8-464b-b284-da70ec8f5120\" href=\"\">UX features in parametric design</a> (since patch 23.0.2)</li>\n <li><a data-item-id=\"3c53aabc-4cfb-4ede-b6c7-ce1f0426ed69\" href=\"\">BimApi solution for AXIS VM 7, Robot Structural Analysis</a> (since patch 23.0.1)</li>\n <li><a data-item-id=\"32eee9f7-135f-46c5-8b98-19fa9d4b466c\" href=\"\">API/developer documentation website</a></li>\n <li><a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\">Error handling with Support center integration</a> (patch 23.1.3)</li>\n <li><a data-item-id=\"5f472db6-1854-4ad5-af58-135aebafeb08\" href=\"\">Enhanced 3D scene interaction and property management in Checkbot</a> (patch 23.1.4)</li>\n <li>Check the compatibility with your software in the list of <a data-item-id=\"253fe4ea-28e8-425a-8ec3-73c43794ef66\" href=\"\">supported versions in 23.1</a></li>\n</ul>\n<p>To help you <strong>master IDEA StatiCa, we </strong><a data-item-id=\"9b649ffb-9cc1-48a3-b827-442f7cdd2af5\" href=\"\"><strong>redesigned Campus</strong></a>, which provides you with self-paced e-learning courses, each with the option of obtaining professional-level certification.</p>\n<h2>Full release notes</h2>\n<p>Below, you can download the <strong>Release notes </strong>for IDEA StatiCa 23.1 in PDF.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n83dce93b_0400_0115_b282_b0cd688b056d\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"b9fc97bb_e382_0149_bd60_a03e763bd83f\"></object>"
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"value": "<h2>Version 24.1 highlights</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n00bd5b5a_ebfa_011d_7f79_d5340b337f26\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"link\" data-codename=\"untitled_content_item_b4723b2\"></object>\n<h2>Concrete Design</h2>\n<ul>\n <li><a data-item-id=\"b871eedc-885b-4f1b-993d-578acfe45641\" href=\"\"><strong>3D Detail is verified</strong></a> and ready for the structural design of <strong>anchoring in 3D</strong> while taking into account the <strong>real reinforcement, </strong>solving the task of<strong> </strong>anchors close to concrete edges.</li>\n <li>New<strong> </strong><a data-item-id=\"d575da28-1aec-48ce-859e-9a977926e976\" href=\"\"><strong>Lateral Torsional Buckling</strong></a> analysis in <strong>Beam app</strong> and <a data-item-id=\"a1c57505-9977-49a8-a3fd-c6311e8e3910\" href=\"\"><strong>SLS combinations</strong></a> in Detail <strong>for precast members design</strong>.</li>\n <li>Ready-made <a data-item-id=\"1c30d555-f7b5-472c-b450-e377385c0b46\" href=\"\"><strong>Templates for 2D Detail</strong></a> make the start of modeling process a matter of seconds.</li>\n</ul>\n<h2>Steel Connection Design</h2>\n<ul>\n <li><a href=\"https://www.ideastatica.com/support-center/parametric-templates-in-connection-library#Common-properties-in-parametric-template\"><strong>Parametric templates</strong></a> for typical or repetitive steel connections. There are 50 templates by default in the IDEA set and you can create any templates on your own.</li>\n <li><a data-item-id=\"1d9b89d5-be91-46c0-9463-87c60c0a42c3\" href=\"\"><strong>Speed-up of Connection</strong></a> app with shorter application startup, faster responses in the Backstage menu, and result presentations and <strong>memory usage optimized </strong>for<strong> </strong>big projects.</li>\n <li><strong>UI improvements - </strong><a data-item-id=\"fb77fca1-385b-46a4-b900-6abfb43459f3\" href=\"\">Project item and material management</a><strong>, </strong><a data-item-id=\"f45ea370-25e6-41b7-8b46-dcd1321357c7\" href=\"\">Measuring tool</a>, <a data-item-id=\"1a8ba6b6-dd01-41ef-88cd-8639573edc39\" href=\"\">multiselect/multiedit</a> and <a data-item-id=\"d0b73776-87a3-52b5-8aca-6fae3f08b94e\" href=\"\">DXF plate import</a></li>\n <li><strong>Eurocode improvements </strong>contain <a data-item-id=\"4788d48e-6df5-4028-b282-8699303315b0\" href=\"\">automatic code-selection between 1993-1-8 and 1992-4</a>. <strong>Canada and Australia</strong> served with <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#PJP-welds-for-CSA-and-AS\">PJP welds</a>, <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#Update-of-cross-section-and-material-databases\">updated AISC v16.0 shape database</a> and <a href=\"https://www.ideastatica.com/support-center/regional-improvements-in-24-1#material-defaults-aisc-as\">material defaults</a>.</li>\n <li><a data-item-id=\"e89674ed-d5af-49c1-aa2b-31b486a16302\" href=\"\"><strong>Viewer capabilities</strong></a><strong> </strong>have been boosted for team cooperation by model sharing through <strong>URL hyperlinks</strong> and <strong>Link management</strong>. <a href=\"https://www.ideastatica.com/support-center/the-ui-of-the-idea-statica-viewer-tool#The-right-Property-panel\">Additional model information</a> is added - Weld types and sizes, Model type, Pin connectors, Connection space coordintates.</li>\n <li><a data-item-id=\"37fb73bf-dfd3-46d7-ae57-ee0e9c4cdb75\" href=\"\"><strong>Connection Library</strong></a><strong> </strong>suggests designs exactly for specific models from Viewer.</li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<ul>\n <li>The <a data-item-id=\"9a784358-0e6c-4525-8a9c-b675bd76931e\" href=\"\"><strong>Hilti PROFIS plugin</strong></a> enables 200k+ current Hilti users to export loads, materials and sections from their FEA application to Hilti PROFIS Engineering through Checkbot.</li>\n <li>Connection designs applicable to <a data-item-id=\"4b69e0c2-0658-4549-93fe-00a12c4a7900\" href=\"\"><strong>node groups in Checkbot</strong></a> created automatically according to geometry and cross-section or user-define selection.</li>\n <li>App <a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>speed increased</strong></a> by 60% and opens up-to 1000-nodes projects in a matter of seconds.</li>\n <li>Exporting capabilities expanded with <a href=\"https://www.ideastatica.com/support-center/exporting-an-ifc-file-from-idea-statica#IFC-export-from-Checkbot\"><strong>IFC export</strong></a> for simple or multi-connection files.</li>\n <li>Check the compatibility with your software in the list of <a data-item-id=\"91e1b7d3-99d7-4a8a-81ee-8a65faf95b18\" href=\"\"><strong>supported versions in 24.1</strong></a></li>\n</ul>\n<h2>Usability and Licensing</h2>\n<ul>\n <li><a data-item-id=\"e19f7ee2-b429-4cc4-9879-5c9bb8e42a1f\" href=\"\"><strong>New Project settings</strong></a> with exporting and sharing, possible to adjust for national annexes.</li>\n <li><a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Single Sign-on (SSO) licensing</strong></a> type is available for all Enterprise customers.</li>\n <li>License admins can see<strong> </strong><a href=\"https://www.ideastatica.com/support-center/license-usage-analytics-in-the-user-portal#User-usage-analytics\"><strong>monthly usage reports</strong></a><strong> </strong>of IDEA StatiCa apps<strong>.</strong></li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8b0c7845_4728_0161_bad7_368cfcacbdfe\"></object>"
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"value": "<h2>1 New project</h2>\n<p>Run the <strong>IDEA StatiCa Connection</strong>. Everything starts on the <strong>Steel</strong> card. </p>\n<figure data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/caf94706-976b-405e-9d9c-8e8d72445714/Connection_to_Detail_01-01.png\" data-asset-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" data-image-id=\"f6f4ad54-796a-4cb1-ab65-5c1b999f00df\" alt=\"\"></figure>\n<p><strong>Keep default settings</strong> for anchoring topology and step into the app. </p>\n<figure data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/d0c9de48-d056-4155-ac8d-8270c4120a0e/Connection_to_Detail_01-02.png\" data-asset-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" data-image-id=\"d847e266-d4b7-42aa-89b1-1023999e6b95\" alt=\"\"></figure>\n<h2>2 Design</h2>\n<p><strong>After creating the solution</strong> from the template, to move the footing to the edge, we have to <strong>explode the template to separate operations. </strong></p>\n<figure data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7fea954d-3d4b-4484-8cc8-1623c694e003/1.png\" data-asset-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" data-image-id=\"b8e0bcb1-858b-49ae-8da0-abd0ef7b2d4b\" alt=\"\"></figure>\n<p>Let's adjust the baseplate and set <strong>The Shear Force transfer</strong> as<strong> Friction</strong>. </p>\n<figure data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bb0a2659-325f-463c-bb89-36164d79ec4d/Connection_to_Detail_02-02.png\" data-asset-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" data-image-id=\"2dbac565-c634-4e13-a8a0-f17e70b14eeb\" alt=\"\"></figure>\n<p><em>Note: Since the release of </em><em><strong>version 24.1, IDEA StatiCa Detail</strong></em><em> has been out of BETA for </em><em><strong>3D anchoring design</strong></em><em>. With this new version, shear can be transferred through anchors, shear lugs, and friction, too. </em></p>\n<p><strong>Input the internal forces</strong> for biaxially loaded anchoring. The internal forces cause compression stress on the contact between the ground and the concrete block. By default, the concrete block is assumed to be cracked. </p>\n<figure data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ea2a2dd7-5b26-4310-a828-5e8ff91cc544/Connection_to_Detail_02-03.png\" data-asset-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" data-image-id=\"5c643873-8d30-4580-b2f2-f8497c31cff6\" alt=\"\"></figure>\n<h2>3 Check</h2>\n<p><strong>Move</strong> to card,<strong> Check</strong> and <strong>Calculate</strong>. The code check proves the failure mode on the anchors. Let's explore more in detail about it.</p>\n<figure data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/75069198-6791-4be5-9929-ba1d6ae109d5/Connection_to_Detail_03-01.png\" data-asset-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" data-image-id=\"f568a2d0-aef8-4e7a-8be1-95dfbb4309e4\" alt=\"\"></figure>\n<p>Let's explore the potential failures for tension, shear, and mutual interaction according to EN 1992-4. </p>\n<figure data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f53625ee-a0a5-452a-8e20-685e7aadb0f7/Connection_to_Detail_03-02.png\" data-asset-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" data-image-id=\"43ce57a5-2fb3-448e-99c2-5e93ff9f8a4a\" alt=\"\"></figure>\n<p><strong>Please review the Detailed Check</strong> <strong>of the Anchors,</strong> as it reveals a nonconformity on the first page. <strong>This will inform you of the code-checks that you need to perform manually or using other methods</strong>, as they are not included in IDEA StatiCa Connection. It is recommended that you take the necessary actions to address this issue.</p>\n<figure data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/7844715a-b9c5-4dc1-86cf-b00bf7b78ac8/Connection_to_Detail_03-03.png\" data-asset-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" data-image-id=\"71bb7b2c-3ad4-4fb8-9c68-4f11208d71c3\" alt=\"\"></figure>\n<p>Due to the failure of <strong>Anchor Check</strong>: </p>\n<ul>\n <li>The problem is caused by the <strong>Concrete breakout resistance of anchors in tension and shear</strong></li>\n <li><strong>This issue can be easily solved in IDEA StatiCa Detail, powered by the 3D CSFM method</strong>. It helps you overcome the model of plain concrete cracked blocks in IDEA StatiCa Connection.</li>\n</ul>\n<h2>4 Export</h2>\n<p>The in-house developed application<strong> IDEA StatiCa Connection now features a powerful BIM link into Detail</strong>, allowing for the design and check of reinforced concrete blocks with multiple combinations.</p>\n<p>Prerequisites for export: </p>\n<ul>\n <li>The model has to be<strong> pre-calculated and the results included</strong></li>\n</ul>\n<p>Go to the card <strong>Check -> RC check -> Save.</strong></p>\n<figure data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f831ecc3-5a2e-4717-b78b-1acf29b2d736/Connection_to_Detail_04-01.png\" data-asset-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" data-image-id=\"ea91e94f-e32f-4298-a975-2ef961da9400\" alt=\"\"></figure>\n<p>The export is allowed only for anchoring topology. The export allows the transfer of:</p>\n<ul>\n <li>The concrete block</li>\n <li>Anchors</li>\n <li>The base plate</li>\n <li>Loads</li>\n</ul>\n<p>Additional information and parameters that are set according to the corresponding settings in the Connection:</p>\n<ul>\n <li>Shear transfer (through Anchors, Shear lugs, and Friction) </li>\n <li>Material</li>\n <li>Anchorage Type: Post installed (Adhesive) /Cast-in place</li>\n <li>Anchorage type at the end: Washer/Straight/Hook/Headed stud</li>\n <li>Friction coefficient</li>\n</ul>\n<h2>5 Design</h2>\n<p>This section will allow you to modify Members, Supports, Loads&Combinations, and Rebar assembly.</p>\n<h3>Support</h3>\n<p>The ground has some stiffness, which should be considered for precise design. The <strong>Surface Support</strong> enables stiffness in all three directions and is set <strong>as default inactive in tension</strong> (boundary nonlinearity).</p>\n<ul>\n <li>Please be cautious while making assumptions about boundary conditions. In the case of nonlinearity, if the moments are quite high, the concrete block's support in tension may turn over during analysis, causing large rotations. This may lead to a divergent model due to the flexible body motion.</li>\n</ul>\n<figure data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9ffc00ad-d001-4dbc-976c-89adf199d300/Connection_to_Detail_05-01.png\" data-asset-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" data-image-id=\"c592a8ce-8a91-428f-a116-310ffa4ee934\" alt=\"\"></figure>\n<figure data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/360a420a-db3c-434f-baea-bc0f6dae83e6/2.png\" data-asset-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" data-image-id=\"005baf6f-c14a-43a7-9f2d-134b8e007b00\" alt=\"\"></figure>\n<h3>Transfer devices</h3>\n<p>The anchors are taken over from IDEA StatiCa Connection. Two types of anchors can be selected.</p>\n<p>Cast-in-place anchors: </p>\n<ul>\n <li>Pre-installed anchors with the same properties in bond as the reinforcement bars</li>\n</ul>\n<p>Post-installed (Adhesive) anchors:</p>\n<ul>\n <li>Post-installed (chemical anchors) with the option to customise your bond strength based on the actual bond strength.</li>\n</ul>\n<figure data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/58083a9d-6c17-43a7-817d-9b7252101989/3.png\" data-asset-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" data-image-id=\"bc241e0b-3ef8-4695-a828-bffd387dc495\" alt=\"\"></figure>\n<p>Pay attention to the correct setting of the <strong>Interconnection with a base plate</strong>. In the case of importing the footing from the Connection application, the <strong>Transfer of axial forces</strong> should be <strong>OFF</strong>, and the <strong>Transfer of shear</strong> should be <strong>ON</strong>. The reason is that the anchors are loaded directly by forces. You can read more about this here.</p>\n<p>If you were to design a footing from scratch in the Detail application, both options would be ON. When transferring shear through anchors, the user must determine which anchors will bear the shear force and select the corresponding checkbox. This aligns with EN requirements, which specify that shear should only be assigned to anchors effective for the concrete edge failure check.</p>\n<h3>Reinforcements</h3>\n<p>Set the concrete cover to 40 mm, which will be used as the default value for the reinforcement.</p>\n<figure data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/3ec6a0bb-ec40-4702-bbb2-89bd511df9d1/4.png\" data-asset-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" data-image-id=\"92ab352d-ac09-4a0a-8d84-6f329f595dcc\" alt=\"\"></figure>\n<p>Select the <strong>Rebar-Assembly(1)-->Group of the bars 3D(2) </strong>and filling out the <strong>Diameter</strong>, <strong>Properties</strong> and <strong>Geometry(3)</strong>. </p>\n<figure data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9a742dd2-0e9f-47e2-88e4-679d4f671661/5.png\" data-asset-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" data-image-id=\"6b6e717e-e109-4f48-b496-df5ced1c5eb8\" alt=\"\"></figure>\n<p><strong>Copy</strong> the operation and change the <strong>Surface</strong>. All the other options are retained. </p>\n<figure data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e3e3e1fc-04a7-45c7-a210-b57ae5627327/6.png\" data-asset-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" data-image-id=\"7b6bcb85-b5c7-47a7-962b-2575cf579cdf\" alt=\"\"></figure>\n<p><strong>Copy</strong> the operation and change the options below. </p>\n<figure data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/8cff2846-d288-4186-9fe9-4ce360205c78/7.png\" data-asset-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" data-image-id=\"43726e22-af07-4ac1-be92-d112fcfe62ca\" alt=\"\"></figure>\n<p><strong>Copy </strong>the operation and change the options below. </p>\n<figure data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/e4d0b63b-967f-4ef3-b686-453fd0e5dd73/8.png\" data-asset-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" data-image-id=\"ec52d83a-da74-4b51-a743-2f945f7e7c31\" alt=\"\"></figure>\n<h3>Loads and combinations</h3>\n<p>Combinations are taken over from IDEA StatiCa Connection. All the consequences of import are mentioned <br>\nin detail in - Import of anchoring from Connection to Detail.</p>\n<figure data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c1b8c32a-7e07-41fd-a4f3-aea3f359852a/9.png\" data-asset-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" data-image-id=\"e242070b-37a1-4f37-845b-56353fd83ff5\" alt=\"\"></figure>\n<p>Let's create the <strong>Self-weight:</strong></p>\n<figure data-asset-id=\"02f33d2d-106a-4d90-a851-8c0f8c61cc68\" data-image-id=\"02f33d2d-106a-4d90-a851-8c0f8c61cc68\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/b9ae675a-14f5-4777-bb5a-f71dd34b0b1a/10.png\" data-asset-id=\"02f33d2d-106a-4d90-a851-8c0f8c61cc68\" data-image-id=\"02f33d2d-106a-4d90-a851-8c0f8c61cc68\" alt=\"\"></figure>\n<p>Create a combination with Self-weight, and add the coefficient for self-weight = 1.35 according to the codes <br>\nEN 1991-1-1</p>\n<figure data-asset-id=\"c64cd0ca-4a48-452a-9d54-de2817782887\" data-image-id=\"c64cd0ca-4a48-452a-9d54-de2817782887\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/bfc20268-0bc8-4f33-b60f-d84054bb7d91/10_1.png\" data-asset-id=\"c64cd0ca-4a48-452a-9d54-de2817782887\" data-image-id=\"c64cd0ca-4a48-452a-9d54-de2817782887\" alt=\"\"></figure>\n<h2>6 Check</h2>\n<p><strong>Before running the analysis</strong>, we highly recommend <strong>changing the mesh multiplier</strong> to two or three in order to speed up the calculation. This step is not mandatory, but it can reduce computational time and help detect any divergence issues. <strong>If everything works smoothly and no problems arise, you can switch back to a multiplier of one</strong>.</p>\n<figure data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f4a01a9c-572f-4669-b241-be23f304ca61/11.png\" data-asset-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" data-image-id=\"cc5fdfb5-6bd5-40cd-8bd7-3551bc62168f\" alt=\"\"></figure>\n<figure data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/54b18351-6be3-448e-ab4f-791346c5d876/12.png\" data-asset-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" data-image-id=\"2f6ba38e-66d6-456e-b747-9ca3a13f0956\" alt=\"\"></figure>\n<h2>Results</h2>\n<h3>Equivalent Principal Stress</h3>\n<p>The <strong>equivalent principal stress (EPS)</strong> in concrete is determined based on the volume behaviour of the concrete block. The areas that experience the highest load are identified and highlighted. In order to gain insight into the confinement in contrast with uniaxial compression, the equivalent stress is calculated using the kappa factor. More information about equivalent principal stress is enclosed in this article of the theoretical background.</p>\n<figure data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/db01ad39-5fd5-419f-8bc6-0e23abaf7048/13.png\" data-asset-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" data-image-id=\"2a343b97-e6e5-42fc-9d86-73de11409b52\" alt=\"\"></figure>\n<h3>Stress in rebars</h3>\n<p><strong>During the Reinforcement Check</strong>, it is critical to note that the anchor close to the corner is maximally utilised. </p>\n<figure data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a1b8292e-f1fc-4a86-972a-7ff94afa5f1b/14.png\" data-asset-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" data-image-id=\"a5742641-b90e-4e0d-8938-2767aad96c7f\" alt=\"\"></figure>\n<p>When displaying the utilisation of reinforcement, the user can clearly see which reinforcement contributes to transferring the load and preventing the concrete cone failure.</p>\n<figure data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9e481ac-f232-4402-8a66-7d886ea4dfd8/15.png\" data-asset-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" data-image-id=\"9b7eaa77-c046-423e-9707-6581b91fdfbe\" alt=\"\"></figure>\n<h3>Anchorage</h3>\n<p>Double-check the <strong>Anchorage</strong> settings and activate the <strong>Total Force in Anchors</strong>. The forces in the anchors may vary slightly due to the different calculation approaches regarding the concrete block. The differences are not significant, though. </p>\n<figure data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/09a8f55d-3f15-4843-9549-240567d9b8b3/16.png\" data-asset-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" data-image-id=\"69b59fab-b9b8-4ee2-b37f-4e51eb3be02c\" alt=\"\"></figure>\n<h3>Deformations</h3>\n<p>Move to <strong>Auxiliary</strong> and turn on the <strong>Deformation</strong>.</p>\n<p>It is not necessary to perform a deformation check for ULS, but it is highly recommended to check the deformation after analysis to ensure that the model is not experiencing large deformation, large rotation or any finite element is damaged. This will provide an overview of the analysis results and help identify any issues that may have arisen during the analysis.</p>\n<figure data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/9711f3e5-6748-433d-9579-7c4af49e46a4/17.png\" data-asset-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" data-image-id=\"10b137bd-2790-4edf-a3b4-0b376dfc5498\" alt=\"\"></figure>\n<h2>7 Report</h2>\n<p>At last, go to the <strong>Report Preview/Print</strong>. IDEA StatiCa offers a fully customizable report to print out or save in an editable format.</p>\n<figure data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4087a2b4-ad9e-4564-9db8-8261d88be334/18.png\" data-asset-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" data-image-id=\"b9e3bb7a-638c-4a83-bf3a-441dfca3fe94\" alt=\"\"></figure>\n<p>You have checked the whole connection design according to the codes EN 1993-1-8 and EN 1992-4. The steel part was checked in IDEA StatiCa Connection, and the concrete block was code-checked in IDEA StatiCa Connection and Detail.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n3b4f1b00_756d_01b5_24ee_8e598d995e85\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n4b390c76_6118_01c9_e19e_86b1510513a2\"></object>"
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"value": "<h2>1. Why did the calculation stop early?</h2>\n<p>The stop criteria in the 3D CSFM model ensure simulations halt at defined limits, see <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=idea-statica-detail-structural-design-of-concrete-3d-discontinuities&type=support_center_article#solution-method-and-load-control-algorithm-for-3D-CSFM\">Solution method and load-control algorithm for 3D CSFM</a> in the theoretical background for IDEA StatiCa Detail. By default, the \"Stop at Limit Strain\" option is active, stopping calculations when some of ULS criteria are reached. Utilization is checked for concrete, reinforcement, and anchorage. Concrete strain is limited to 5 % in compression and 7 % in tension due to convergence needs. Rebar plastic strain is capped at 5 %, while anchorage uses slip-based limits, not bond stress. This could be caused by several reasons. The most common reason is missing reinforcement. Divergence errors may also arise from an improperly supported model, leading to excessive deformation. Another reason can be that the design is not satisfying for the specified load and is simply overloaded.</p>\n<figure data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/a647eea7-a4e9-4b88-ad67-1d3076d93079/fig_1.png\" data-asset-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" data-image-id=\"0d2e9bb5-b1a2-47e7-bc38-5a1ac66545ce\" alt=\"\"></figure>\n<h2>2. What types of supports can be used in Detail?</h2>\n<p>In 3D detailing, surface supports can add stiffness in all directions. By default, supports are compression-only (gray button), which can cause structures to \"fly away\" due to a lack of tension resistance. To allow tension, toggle the button to white. There are two different suggested approaches: </p>\n<p>1) Use default compression-only support for footings resting on ground, but remember to manually apply self-weight, as it's not exported from IDEA StatiCa Connection. </p>\n<p>2) For submodels (e.g., balconies, pedestals...) with continuous rebars, use standard support and continuous bar anchorage. This adds single-point constraints, ensuring proper force transfer and avoiding errors like concrete cover peeling or model divergence. Without it, models may fail due to strain limits (e.g., 7 % in tension). </p>\n<p>For detailed information about the functionalities of Detail 3D, see <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=full-functionalities-of-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Full functionalities of Detail 3D</a>.</p>\n<figure data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/4047322b-1886-4030-90eb-6df30a861a00/fig_2.png\" data-asset-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" data-image-id=\"37cd7a92-6714-478f-be31-a95a18f81bd0\" alt=\"\"></figure>\n<h2>3. Why is it so important to follow the detailing rules?</h2>\n<p>The designed reinforcement should follow code-based detailing rules (e.g., supplementary reinforcement for tensile and shear force transfer according to EN 1992-4). Detail 3D ensures proper force flow: compression zones in concrete and tension in rebars. Proper reinforcement is essential as concrete doesn’t transfer tension. Detailing rules are not automated—users must apply them manually, and it is the structural engineer's responsibility to reinforce the concrete block in the correct way. </p>\n<figure data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/5a5c9f11-12d7-432f-95aa-517d420810ce/fig_3.png\" data-asset-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" data-image-id=\"68f9c4ab-80c2-4901-ba4d-94849cd52d38\" alt=\"\"></figure>\n<h2>4. How do I model shear force transfer correctly?</h2>\n<p>Shear force in base plates can be transferred via friction, anchors, or shear lugs, but only one method can be used at a time. For friction, ensure correct load case sequencing: apply compression (permanent) first, then shear (variable). If done incorrectly, the base plate may \"fly away.\" </p>\n<p>With a proper loading sequence and the friction coefficient set to 0.25, shear force can be transferred for 25% of the compression force. For shear-lugs, full shear force is transferred through them, but they aren't checked in IDEA StatiCa Detail. First, check the shear lugs in IDEA StatiCa Connection, then import into Detail. Load transfer in concrete blocks follows typical stress paths (flanges/web) based on load direction. For anchors, the user can define which anchors are effective for shear transfer. Still, they also aren't checked for shear in Detail—so verify their capacity first in Connection before simulating in Detail. </p>\n<figure data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/341548e5-af27-4363-b1e6-1b85cf7303a2/fig_4.png\" data-asset-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" data-image-id=\"c334ada2-8202-4972-98e7-633c2cf2b65f\" alt=\"\"></figure>\n<h2>5. What to consider when exporting from Connection to Detail?</h2>\n<p>The loads can be applied directly to anchors (tension, compression, shear) or the base plate (all six internal forces). Anchors and base plates are modeled as separate elements, so the force transfer between them must be manually activated through constraints. </p>\n<ul>\n <li>When exporting the anchoring model from IDEA StatiCa Connection (e.g., see <a href=\"https://www.ideastatica.com/support-center/bim-link-connection-to-3d-detail-eccentrically-loaded-anchoring\">BIM link Connection to Detail - Eccentrically loaded anchoring</a>), axial force transfer between anchors and the base plate is turned off to avoid unwanted additional prying of the base plate. </li>\n <li>Alternatively, when modelling from scratch and applying load directly on the base plate, the user has to activate axial and shear transfer between the base plate and anchors.</li>\n</ul>\n<figure data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/cc49b2be-049e-43f6-bf2d-ecacfcb6eb0a/fig_5.png\" data-asset-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" data-image-id=\"d7699790-0998-4ffd-8fc8-86d824451d7c\" alt=\"\"></figure>\n<h2>6. What stiffness of the base plate should be set?</h2>\n<p>Setting the correct stiffness of the base plate is also important. Three models are compared in the following figure: </p>\n<ul>\n <li>a flexible base plate exported from Connection, </li>\n <li>a flexible base plate modeled directly in Detail 3D with a load applied at a single point, </li>\n <li>and a rigid base plate with increased thickness, with a load applied at a single point. </li>\n</ul>\n<p>Results showed that flexible plates modeled directly in Detail 3D produce inaccurate stress distributions and artificial prying effects. The rigid plate eliminates these issues, giving results consistent with the Connection export. Anchor forces were similar in the first and the third models, but the second (flexible plate in Detail 3D) overestimated anchor forces by over 30 %, making it an incorrect approach. Therefore, if not exporting from Connection, and loading at a single point, to get the interaction between the base plate and concrete as close to reality as possible, the suggestion is to use the stiff base plate.</p>\n<figure data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/f9ea68dd-7d49-4224-8b0c-5c9a91bf4202/fig_6.png\" data-asset-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" data-image-id=\"03a4b8aa-c047-4799-87d5-0df195a891e5\" alt=\"\"></figure>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n8d4076e6_85ee_0108_1893_42f54e5d6b8c\"></object>\n<h2>7. What about the contact stress?</h2>\n<p>In Connection, setting a Contact between two steel plates and displaying the contact stress is possible. However, it is a known limitation (see <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">here</a>) that the contact stress between steel plates is neglected during the export from Connection to Detail.</p>\n<figure data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/ed18b6d3-c35c-4edb-9919-9c108856ca5c/10%20most%20important%20questions%20about%203D%20anchoring%20in%20Detail%2003.png\" data-asset-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" data-image-id=\"156a7ab4-17b4-46d6-8bbd-5169130f0963\" alt=\"\"></figure>\n<p>There are two consequences of this for the Detail model:</p>\n<ul>\n <li>Part of the load is missing completely.</li>\n <li>Imported loads are not in equilibrium, and the model can not be calculated because of huge base plate deformations and analysis divergence.</li>\n</ul>\n<p>How to resolve this limitation? There are two options:</p>\n<ul>\n <li>Modify your model in the Connection app so that there is no contact between plates, generating contact stresses. Operations <strong>End Plate</strong>, <strong>Splice</strong>, and <strong>Stiffening plate</strong> (input type <strong>Doubler</strong>) automatically generate contact in the background!</li>\n <li>Delete the load effects exported from the Connection model; select the base plate and change <strong>Load type</strong> to <strong>Column</strong>; add a new <strong>Load case</strong> and a <strong>Load impulse,</strong> and input the internal forces as in the Connection model.</li>\n</ul>\n<figure data-asset-id=\"5d5f9721-c273-45b9-9af4-e36504b8656d\" data-image-id=\"5d5f9721-c273-45b9-9af4-e36504b8656d\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/6faacfec-06c2-4cfc-b034-bdd42090afea/What%20about%20the%20contact%20stress%2002.png\" data-asset-id=\"5d5f9721-c273-45b9-9af4-e36504b8656d\" data-image-id=\"5d5f9721-c273-45b9-9af4-e36504b8656d\" alt=\"\"></figure>\n<h2>8. Why does bond stress exceed 99,9 % so fast?</h2>\n<p>In most models, bond stress in anchorage exceeds 99,9% utilization for very low tension load levels. The reason can be found in the bond stress-strain diagram between the anchor/reinforcement and the concrete, as shown in the figure below. The bond reaches its ultimate stress rapidly, and any further loading leads to plastic deformation of the bond. To determine the ultimate bond stress for the adhesive anchors, see the article <a href=\"https://www.ideastatica.com/support-center-knowledge-base?article=bond-strength-for-anchors-in-detail-3d&type=support_center_article#ultimate-limit-state-checks\">Bond strength for anchors in Detail 3D</a>.</p>\n<figure data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/694b1acb-ba85-43dd-90ef-f356cf56cd1b/fig_8.png\" data-asset-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" data-image-id=\"a2e731b9-a69a-4518-b6e9-da26b921acfc\" alt=\"\"></figure>\n<h2>9. How should I manage mesh settings?</h2>\n<p>Mesh quality is crucial for 3D simulations, especially for nonlinear problems, as it directly impacts calculation time. The mesh multiplier ranges from 0.5 to 5, with 1 being the default. Using a factor of 5 speeds up simulations, helping identify errors, but results may be inaccurate (over 30% error). After verifying the model, the suggested factor is 1 or lower for accurate stress and strain, which increases analysis time. A coarse mesh (higher factor) is used for predesign, while a finer mesh (lower factor) provides more accurate results in the final simulation, especially around anchors.</p>\n<figure data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/c52342a2-48e4-4c7e-8ce0-a6d60dbae041/fig_9.png\" data-asset-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" data-image-id=\"bdd9c4e0-a0cd-47e3-998a-362d57009d1a\" alt=\"\"></figure>\n<h2>10. Is it possible to import multiple anchorings?</h2>\n<p>Yes, it is. And what happens after exporting the multiple anchoring from Connection to Detail? Two or more concrete blocks are imported to Detail depending on the number of base plates in the Connection, where every base plate has its own concrete blocks. The known limitation (see <a data-item-id=\"4c908003-c3bb-4c0d-80ca-2c29cc8eef92\" href=\"\">Known Limitation for Detail 3D</a>) is that multiple solid blocks are not supported in Detail. So the user has to delete all blocks besides one, and relate all the other base plates to that block. Then, the correct anchor and weld forces distribution is reached.</p>\n<figure data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\"><img src=\"https://assets-us-01.kc-usercontent.com:443/28eac049-c8ed-00e2-220c-12142a968dff/00939d59-945e-4675-8580-7b5672439d54/fig_10.png\" data-asset-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" data-image-id=\"67bdf601-8d7f-4e71-aaf5-161af569fa02\" alt=\"\"></figure>\n<h2>Conclusion</h2>\n<p>The 3D CSFM in IDEA StatiCa Detail is a powerful tool for modeling nonlinear concrete and rebar behavior, ensuring compliance with Eurocode and ACI. It effectively handles bond interactions, tension and compression zones, and reinforcement layouts, offering robust anchoring and load transfer solutions. The criteria ensure that calculations stop when critical strain limits are reached, and proper reinforcement detailing is essential for realistic results. Mesh quality is crucial for accurate simulations, with finer meshes providing better precision at the cost of longer analysis times. Supplementary reinforcement, shear force transfer, and correct export settings are also key factors in achieving accurate, code-compliant designs.</p>\n<p>For more detailed information, take a look at the webinar <a data-item-id=\"fe18abc4-7d3c-45ac-97e6-002bf87224ef\" href=\"\">10 Most Frequently Asked Questions for 3D Anchoring</a>.</p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n52d28e81_1616_01e2_a821_827f1ce6ac7c\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"ca2405e0_92af_011f_a520_4c427debe025\"></object>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n2aa41181_a7e4_0123_9223_f5d0a6efae46\"></object>"
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}Known limitations
Since Detail is just a tool and cannot replace engineering judgment, a safe understanding of its functions, benefits, and limitations is necessary. Read the following limitations, which must be taken into account:
- In Detail, the anchors are only checked for tensile strength. It is necessary to use Connection for shear and interaction checks.
- Only models anchored via the base plate and only Direct contact can be imported to Detail (from Connection).
For a full list of limitations with further explanation, see the article: Known limitations for 3D Detail
Released in IDEA StatiCa version 24.1