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}widget_contact_headquarters title
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}Connection design
250+ templates, 10.000+ design configurations, data synchronized with your FEA/CAD.
Checking as per code
Complete AISC/Eurocode checks. Report with results and explanations of connection behavior.
Detailing cooperation
Quickly send and request connection data in a structured and visual form. Even without a license.
Fabrication optimization
Identify optimal connection configurations, streamline communication, adapt to changes fast.
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}Cálculos de conceção estrutural mensais
1,400,000
Empresas que utilizam o IDEA StatiCa
10,012
Pessoas que utilizaram as ferramentas de ambiente de trabalho IDEA StatiCa nos últimos 12 meses
58,130
Que tipo de apoio recebo durante o ensaio?
Fornecemos suporte técnico completo durante o período de teste, idêntico ao serviço que receberá após a compra. Solicite o teste GRATUITO aqui.
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}Real-life projects with IDEA StatiCa
1 de 10
Widget #18: widget_collapsible_list
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}ENTERPRISE Vs. LICENÇA STANDARD
| norma | empresa | |
|---|---|---|
| Utilização | ||
| Nacional (estado de aquisição) | ||
| Multinacional | ||
| Filiais autorizadas (filiais,...)i | ||
| Fluxos de trabalho baseados em robôsi | ||
| Opções de licenciamento | ||
| Subscrição | ||
| Perpétuo | ||
| Floating seats Bancos flutuantes | ||
| Máximo de utilizadores de licenças por lugari | 7 | ilimitado |
| Contrato plurianual | ||
| Início de sessão únicoi | ||
| Suporte | ||
| Ponto de apoioi | País de compra | País de compra |
| Suporte técnico prioritário | ||
| Suporte da APIi | ||
| Formação | Comprado separadamente | |
| Certificação online no campus | Comprado separadamente | |
CONCEBER *CROSS-SECTIONS*, ANALISAR E ELABORAR RELATÓRIOS
Modelo
Carga
Calcular
Relatório
Modelo
Carga
Calcular
Relatório
SELECCIONE O SEU CURSO DE AÇO
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Neste curso, você aprenderá os princípios do Método dos Elementos Finitos Baseados em Componentes (CBFEM), o fluxo de trabalho básico na aplicação Connection e a interpretação adequada dos resultados da análise tensão-deformação.
- Aplicação: Conexão IDEA StatiCa
- Duração do estudo: 10 horas
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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\" 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"linkId": "a812ce0d-b124-4e23-a47a-c23596542092",
"urlSlug": "out-of-surface-load-warning-in-member",
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{
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{
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"urlSlug": "accurate-calculation-of-the-shear-resistance-of-slabs",
"type": "support_center_article"
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{
"codename": "rn_24_0__free_checkbot_for_all_supported_fea_and_c",
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{
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},
{
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"linkId": "52afe115-4e0f-4c6a-be42-e82757fdb937",
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},
{
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"linkId": "b4706514-8348-4710-918e-fd6b6e80c5f5",
"urlSlug": "welds-autodesign-input-warnings-visualization",
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},
{
"codename": "rn_23_1__shear_force_position_input_and_visualizat",
"linkId": "a92ec89a-9706-46a2-9681-e08ce1a1cec9",
"urlSlug": "shear-force-position-input-and-visualization",
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},
{
"codename": "rn_23_1__yield_strength_reduction_for_high_strengt",
"linkId": "1352883b-0a63-4fa5-b379-7fa5536c9b4e",
"urlSlug": "yield-strength-reduction-for-high-strength-steel-hollow-sections",
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},
{
"codename": "rn_23_1__warning_for_welds_and_bolts_connecting_th",
"linkId": "139d124d-d3e0-463d-979a-86ae271d3e81",
"urlSlug": "warnings-for-welds-and-bolts-connecting-the-same-plates",
"type": "support_center_article"
},
{
"codename": "rn_23_1__packing_plate__filler_plate__recognition",
"linkId": "1148f543-3884-4985-b774-b8cc13147689",
"urlSlug": "filler-plate-packing-plate-recognition",
"type": "support_center_article"
},
{
"codename": "rn_23_0__detailing_improvements_for_bolts_and_weld",
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"urlSlug": "detailing-improvements-for-bolts-and-welds-in-eurocode",
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},
{
"codename": "rn_23_1__notes_in_report_about_not_performed_check",
"linkId": "26962c6a-7395-4994-b91c-2f02923d157f",
"urlSlug": "limitations-to-checks-of-anchors",
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},
{
"codename": "rn_23_1__detailed_calculation_of_connection_design",
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"urlSlug": "detailed-calculation-of-connection-design-material-values-displayed-for-plates",
"type": "support_center_article"
},
{
"codename": "rn_23_1__singularity_detection_in_member",
"linkId": "e9a04b3d-e2e6-4408-b09d-8403b233380f",
"urlSlug": "singularity-detection-in-member",
"type": "support_center_article"
},
{
"codename": "rcs___interaction_code_check_improvements",
"linkId": "808008d4-d25a-403f-a4cd-ed61e1c71203",
"urlSlug": "interaction-code-check-advancements-in-rcs",
"type": "support_center_article"
},
{
"codename": "rn_23_1__release_notes_idea_statica_23_1",
"linkId": "068f049a-e99f-4d33-9148-692c33fad018",
"urlSlug": "release-notes-idea-statica-23-1",
"type": "support_center_article"
},
{
"codename": "rn_23_0__prequalified_joints__aisc_",
"linkId": "b43e9a21-f95d-40c7-96be-62c96573bc3b",
"urlSlug": "qualification-checks-of-seismic-prequalified-connections-for-aisc",
"type": "support_center_article"
},
{
"codename": "rn_23_0__standards_implementation",
"linkId": "20bea177-2a2e-4326-adb2-82c7e021cae7",
"urlSlug": "update-of-ansi-aisc-360-22-csa-s16-19-standards-and-taiwan-sections",
"type": "support_center_article"
},
{
"codename": "rn_23_0__template__copy_",
"linkId": "d4c5223a-47bd-4c4a-b3cf-041381232705",
"urlSlug": "calculation-of-anchors-with-stand-off",
"type": "support_center_article"
},
{
"codename": "rn_23_0__eurocode_refactoring",
"linkId": "1fa719d0-2d65-42bb-b892-7b1bdb540d77",
"urlSlug": "eurocode-updates-to-thin-walled-members-and-anchors",
"type": "support_center_article"
},
{
"codename": "rn_23_0__edge_indexing_improvement_in_member",
"linkId": "ae8ec5d5-7aff-4dc1-9e94-a414912414c1",
"urlSlug": "edge-indexing-in-member-and-connection-models",
"type": "support_center_article"
},
{
"codename": "rn_22_1__template__copy__f1af162",
"linkId": "f1af1623-b7a3-4b77-8562-18cddae30194",
"urlSlug": "calculate-load-extremes",
"type": "support_center_article"
},
{
"codename": "rn_23_0__limited_stress_check_feature_in_detail",
"linkId": "77cd8496-7dd0-44e8-8153-3f7498958c0c",
"urlSlug": "limited-stress-check-feature-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_23_0__implementation_of_long_term_losses_in_det",
"linkId": "11765fc5-842e-4fe5-afed-c54104da47d5",
"urlSlug": "implementation-of-long-term-losses-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_23_0__improvements_for_aci_318_19_in_detail",
"linkId": "b2f21cdf-2d85-4815-ad24-fbe41ac65093",
"urlSlug": "improvements-for-aci-318-19-in-detail",
"type": "support_center_article"
},
{
"codename": "rn_23_0__imperial_rounding_improvements_in_detail",
"linkId": "358763b8-7373-444f-ab5f-d207d38e281b",
"urlSlug": "imperial-rounding-improvements-in-detail",
"type": "support_center_article"
},
{
"codename": "equivalent_time_for_deflection",
"linkId": "9e5fe158-5f4a-4be7-ad2b-63ccbd5b419e",
"urlSlug": "equivalent-time-for-deflection-evaluation",
"type": "support_center_article"
},
{
"codename": "rn_23_0__enhanced_mesh_in_member__copy_",
"linkId": "fcf88cfa-ef51-4afa-a139-917a5f1f8cbb",
"urlSlug": "triangular-mesh-in-concrete-member",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_23_0",
"linkId": "9a275699-6cf5-48a3-ac7c-1154c4c1331a",
"urlSlug": "release-notes-idea-statica-23-0",
"type": "support_center_article"
},
{
"codename": "rn_22_1_timber_connections__show_angle_to_grains",
"linkId": "eed5a14c-0581-42b1-8a67-7181fb8d4fdf",
"urlSlug": "angle-to-the-grain-of-the-steel-to-timber-connections",
"type": "support_center_article"
},
{
"codename": "rn_22_1__significant_step_to_designing_and_code_ch",
"linkId": "eac075cc-9e8a-4d0b-b678-e94b527863df",
"urlSlug": "gmnia-solver-extended-to-shear-and-torsion-effects",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_1",
"linkId": "8136efc3-3a87-48df-9cb2-890edbe4cfb2",
"urlSlug": "release-notes-idea-statica-22-1",
"type": "support_center_article"
},
{
"codename": "rn_22_0__loads_in_equilibrium_by_default",
"linkId": "da6f80aa-abfd-4e64-b691-1dc7ea8e3d4c",
"urlSlug": "loads-in-equilibrium-by-default",
"type": "support_center_article"
},
{
"codename": "rn_22_0__fatigue_improvements",
"linkId": "a2f4a486-315f-4571-a9b3-abdcfff0b7a8",
"urlSlug": "fatigue-analysis-how-the-results-are-displayed",
"type": "support_center_article"
},
{
"codename": "rn_21_1__through_bolts_for_hollow_sections_warning",
"linkId": "f89307a5-4bac-4632-bb5f-1a2586f199a3",
"urlSlug": "through-bolts-for-hollow-sections-warning",
"type": "support_center_article"
},
{
"codename": "rn22_0__update_of_eccentricity_definition_of_norma",
"linkId": "293fcced-8994-4a81-a805-88267657c66a",
"urlSlug": "update-of-eccentricity-definition-of-a-normal-force-for-concrete-columns-according-to-eurocode",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_22_0",
"linkId": "29c317b9-212a-4207-8b4f-16d75c99ea4d",
"urlSlug": "release-notes-idea-statica-22-0",
"type": "support_center_article"
},
{
"codename": "rn_21_1__bearing_type_options_for_bolts",
"linkId": "c3e0558d-c799-44e3-8961-57cdbc9434d9",
"urlSlug": "bearing-type-options-for-bolts-in-version-21-1-and-onwards",
"type": "support_center_article"
},
{
"codename": "rn_21_1__weld_checks_specifics_as_per_en_and_is",
"linkId": "6a1966e1-7905-4ced-a002-c8f568072d4c",
"urlSlug": "weld-checks-specifics-as-per-eurocode-en-and-indian-standard-is",
"type": "support_center_article"
},
{
"codename": "rn_21_1__slip_resistance_check_update_according_to",
"linkId": "7510a749-ad18-4a34-bacf-44b7b9647bde",
"urlSlug": "slip-resistance-check-update-according-to-sp-16",
"type": "support_center_article"
},
{
"codename": "rn_22_0__connection_browser_ii",
"linkId": "f15a7793-7b4f-4714-b8aa-13f6579d95e6",
"urlSlug": "company-sets-selection-in-the-connection-browser",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_1",
"linkId": "6e8b2b16-b334-4518-9317-cf64b8503410",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-1",
"type": "support_center_article"
},
{
"codename": "section_model_view___drawings___sketches____copy_",
"linkId": "521c376f-96f7-4217-b0ee-29cc1d404d34",
"urlSlug": "updated-cbfem-solver",
"type": "support_center_article"
},
{
"codename": "condensed_elements",
"linkId": "2b6ef976-6002-4d3a-aea1-1d974d1b2599",
"urlSlug": "condensed-superelements-invisible-but-essential",
"type": "blog_post"
},
{
"codename": "differences_in_results_between_version_21_and_olde",
"linkId": "d6b52773-3d62-47c6-b200-ea5d94f669b8",
"urlSlug": "analysis-model-improvements-in-idea-statica-version-21-0",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_21_0_d5c25f3",
"linkId": "d5c25f3a-9cbb-47f7-b5a8-57d34bfb7e50",
"urlSlug": "release-notes-idea-statica-steel-concrete-21-0",
"type": "support_center_article"
},
{
"codename": "rn_20_1__improved_model_of_contacts",
"linkId": "8f9596de-f78e-4169-ad3a-79d88ef7bd6f",
"urlSlug": "an-improved-model-of-contacts",
"type": "support_center_article"
},
{
"codename": "rn_20_1__butt_welds_upgraded_model",
"linkId": "040fcb75-d544-4d75-bc49-182d150177d7",
"urlSlug": "butt-welds-upgraded-model",
"type": "support_center_article"
},
{
"codename": "rn_20_1__bolt_bearing_distances__en_",
"linkId": "26804761-f112-4709-a9a5-4f54410ddc34",
"urlSlug": "bolt-bearing-distances-for-eurocode",
"type": "support_center_article"
},
{
"codename": "rn_20_1__connecting_plate_eccentricity",
"linkId": "16cdb752-6f79-408d-81b6-cc33f0b41778",
"urlSlug": "connecting-plate-eccentricity",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_steel_20_1",
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"urlSlug": "release-notes-idea-statica-steel-20-1",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_concrete_20_1",
"linkId": "79ff8a70-a79d-483c-8ce8-218a5f43cadc",
"urlSlug": "release-notes-idea-statica-concrete-20-1",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_steel_20",
"linkId": "4ba1aea8-5819-4504-bfc7-717be84625d1",
"urlSlug": "release-notes-idea-statica-steel-20",
"type": "support_center_article"
},
{
"codename": "release_notes_idea_statica_concrete_20",
"linkId": "2c50b5cb-2dde-450d-89bd-989d1b561084",
"urlSlug": "release-notes-idea-statica-concrete-20",
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],
"name": "Content",
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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 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. 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You can structurally design footings and walls loaded out of the plane and see their real behavior. This functionality is in BETA and early access, as verifications are still ongoing. </li>\n <li><a data-item-id=\"c6a63f28-f703-4125-993e-8b2b00d61479\" href=\"\"><strong>Intuitive modeling</strong></a> with bulk modifications, faster 3D scene, and calculation speed.</li>\n <li><a data-item-id=\"a1254395-e1e9-4f5f-9cb2-659d78636ef7\" href=\"\"><strong>Report</strong></a><strong> </strong>fully customizable, with<strong> </strong>theoretical background, and reordering of items. </li>\n <li><a data-item-id=\"6ef53c71-e5ea-449b-86e5-e040904eac1d\" href=\"\"><strong>Export</strong></a> of a footing from the Connection app to Detail.</li>\n <li>Some small <a data-item-id=\"395f4930-13ed-462a-b2ba-1de744864390\" href=\"\"><strong>enhancements</strong></a> that have an immense impact on the Detail application.</li>\n <li>Utilize the <a data-item-id=\"ede447fe-7a31-421c-951b-b4b5d291ff2d\" href=\"\"><strong>RCS API for streamlined and efficient design processes</strong></a>.</li>\n</ul>\n<h2>BIM and Checkbot</h2>\n<ul>\n <li><a data-item-id=\"e6265d1f-5135-46de-91cf-05c783c4ffc8\" href=\"\"><strong>FREE version of Checkbot</strong></a> for engineers, detailers, EORs, and others without a commercial license of IDEA StatiCa. This replaces FREE CAD plugins. </li>\n <li><a data-item-id=\"eaf4fb86-4078-4f47-8de7-162a1e35d871\" href=\"\"><strong>Checkbot ready for big projects</strong></a>, reliably handling imports (<30 secs) from models with up to 1,000 nodes and opening them 50% faster due to improved file rendering. </li>\n <li>Cloud app<strong> </strong><a data-item-id=\"8e0407fe-f601-4810-b98b-3725be29d5e9\" href=\"\"><strong>Viewer</strong></a> now displays load effects and has improved uptime and load time. </li>\n <li>Check the compatibility with your software in the list of <a data-item-id=\"c47fe8a4-faa9-45bd-9e52-346863674f26\" href=\"\"><strong>supported versions in 24.0</strong></a></li>\n</ul>\n<h2>Usability and Licensing</h2>\n<ul>\n <li>Logging in using <a data-item-id=\"e9466502-2ceb-47a3-a609-499c9c072581\" href=\"\"><strong>Single Sign-On</strong></a> and <a data-item-id=\"71c42530-7c6f-4d69-82ba-5848a74e0ba1\" href=\"\"><strong>User Portal improvements</strong></a> </li>\n <li><a data-item-id=\"6a6fd072-8be0-48d4-9319-5a3ebf2ad0c7\" href=\"\"><strong>Keyboard shortcuts</strong></a> and <strong>a new language</strong> (Brazilian Portuguese) </li>\n <li><a data-item-id=\"eef900db-352e-4c9b-9a4c-4906627857ad\" href=\"\"><strong>Shared preferences</strong></a> to manage settings across projects and apps </li>\n <li>New <a data-item-id=\"681b748a-eb87-4148-8329-a31be6a2c184\" href=\"\"><strong>Error messaging</strong></a> and <a data-item-id=\"27ac2cc3-d891-4fcd-af3f-ea3b93fbb440\" href=\"\"><strong>Tooltips</strong></a> with links to the support center</li>\n</ul>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n1a4a13e9_f2b7_0148_732e_641a40338c19\"></object>"
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}CONHEÇA A NOSSA EQUIPA DE GESTÃO GLOBAL
A IDEA StatiCa é uma empresa de software de conceção estrutural líder, internacional e familiar, estabelecida na República Checa. É gerida por uma equipa de gestão global dedicada, sediada em vários continentes.
1 of 1
Juraj Sabatka
Diretor executivo e coproprietário
Juraj é um entusiasta da tecnologia e do empreendedorismo com formação académica em três continentes - Universidade de Economia de Praga, Universidade de Harvard e Universidade de Gestão de Singapura. Após várias funções de vendas e marketing na IDEA StatiCa, tornou-se Diretor Executivo em 2023. Juraj foi o Empreendedor Tecnológico do Ano 2020 da EY na República Checa.
Lubos Sabatka
Presidente do Conselho de Supervisão
Lubos, um pioneiro na utilização de métodos CAE para análise estrutural, tem vindo a desenvolver ferramentas de engenharia estrutural há mais de 20 anos - Esa Prima Win, SCIA Engineer, etc. Em 2009, mudou o seu foco para o projeto de elementos estruturais, tecnologia de nuvem e adoção de BIM, visando lacunas no fluxo de trabalho global de engenheiros de estruturas e fabricantes.
Lukas Manasek
Diretor de vendas
Lukas tem colaborado com a IDEA StatiCa desde 2016 como consultor externo. Ele não apenas nos ajudou a definir nossa estratégia global de entrada no mercado, mas também observou como nossa rede de vendas entrou em novas regiões e mercados. Como CSO, Lukas traz o seu amor pela implementação de objectivos estratégicos para mercados específicos e uma vasta experiência na liderança de vendas internacionais.
Vojtech Chalupa
Diretor de produto
Após 10 anos de experiência na indústria da construção, envolvendo testes de materiais no local, engenharia de aço estrutural e de madeira e gestão de projectos, Vojtech juntou-se a nós como proprietário de produtos BIM. Com a sua experiência na compreensão das necessidades dos clientes, ele garante que alinhamos o desenvolvimento dos nossos produtos para permitir que os nossos utilizadores sejam criativos, mantendo-se seguros e produtivos.
Martin Jansa
Diretor de tecnologia
Martin é um líder experiente no desenvolvimento de software para aplicações de ambiente de trabalho e na nuvem, com mais de 15 anos de prática no sector da segurança de ambiente de trabalho. Martin também é um grande fã do desenvolvimento Agile e está focado em maximizar o valor dos produtos que fornecemos aos nossos clientes num tempo mínimo sem comprometer a sua qualidade.
Find IDEA StatiCa near you
Headquarters
Czech Republic
IDEA StatiCa s.r.o.
Lazaretní 925/9, Brno, 615 00,
Czech Republic
Mobile: +420 511 205 263
E-mail: info@ideastatica.com
VAT ID: CZ28356586
German Office
IDEA Statica Deutschland GmbH
Joseph-von-Fraunhofer-Str. 13
44227 Dortmund, Germany
Mobile: +49 231 999948 80
E-mail: info@ideastatica.de
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We systematically cultivate ourselves as a foundation to build upon
Passion
We have a passion for simplifying complex tasks
Growth
The mindset of our people, products, and business
Joy
Joy is imprinted on our every product and interaction.
Regional discounts may be applicable i | Free tools Sign up | Steel Quote request | Concrete Quote request | Most popular Complete Quote request | Enterprise Quote request |
|---|---|---|---|---|---|
Application | |||||
Connection | |||||
Member | |||||
Detali | |||||
Beam | |||||
RCS | |||||
Checkbot | |||||
Viewer | |||||
Connection Library | |||||
Use Cases | |||||
Connection Design | |||||
| Connection Design: Standard Connections | Connection Design: | Connection Design: | Connection Design: | Connection Design: | Connection Design: |
| Connection Design: Complex Connections | Connection Design: | Connection Design: | Connection Design: | Connection Design: | Connection Design: |
| Connection Design: Seismic conns. (moment frames) | Connection Design: | Connection Design: | Connection Design: | Connection Design: | Connection Design: |
| Connection Design: Tube (hollow sec.) connections | Connection Design: | Connection Design: | Connection Design: | Connection Design: | Connection Design: |
Stability sensitive members i | |||||
| Stability sensitive members: Buckling prone beams i | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: |
| Stability sensitive members: Technological structures i | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: |
| Stability sensitive members: High-compression members i | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: |
| Stability sensitive members: Renovation strengthening | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: | Stability sensitive members: |
Steel-to-concrete anchoring | |||||
| Steel-to-concrete anchoring: Steel-to-Concrete | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: |
| Steel-to-concrete anchoring: Conrete reinforcement | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: |
| Steel-to-concrete anchoring: Full anchoring workflow | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: | Steel-to-concrete anchoring: |
Design of Concrete Members with D-regions | |||||
| Design of Concrete Members with D-regions: Residential and comercial buildings i | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: |
| Design of Concrete Members with D-regions: Prefabricated concrete elements i | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: | Design of Concrete Members with D-regions: |
Concrete cross-section design | |||||
| Concrete cross-section design: General shape | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: |
| Concrete cross-section design: Composite concrete-concrete | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: |
| Concrete cross-section design: Prestressed sections | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: | Concrete cross-section design: |
Bridge design | |||||
| Bridge design: Concrete cross-sections i | Bridge design: | Bridge design: | Bridge design: | Bridge design: | Bridge design: |
| Bridge design: Concrete bridge elements i | Bridge design: | Bridge design: | Bridge design: | Bridge design: | Bridge design: |
| Bridge design: Steel bridge diaphragms | Bridge design: | Bridge design: | Bridge design: | Bridge design: | Bridge design: |
| Bridge design: Steel arch stability | Bridge design: | Bridge design: | Bridge design: | Bridge design: | Bridge design: |
| Bridge design: Reconstructions i | Bridge design: | Bridge design: | Bridge design: | Bridge design: | Bridge design: |
License Access | |||||
User Portal | |||||
Maximum license users per seat | 1 | 7 | 7 | 7 | 7 |
Multi-year contract | |||||
Single Sign-On | |||||
Authorized affiliates (subsidiaries,…) | |||||
Robot-based workflows | |||||
Point of support | Country of purchase | Country of purchase | Country of purchase | Country of purchase | Country of purchase |
API support |
