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}widget_contact_headquarters title
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Widget #8: widget_download_block
Name: Download - IDEA STATICA older version A
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}Diseño de conexiones
Más de 250 plantillas, más de 10.000 configuraciones de diseño, datos sincronizados con su FEA/CAD.
Comprobación según el código
Comprobaciones completas de AISC/Eurocódigo. Informe con resultados y explicaciones del comportamiento de las conexiones.
Cooperación en los detalles
Envía y solicita rápidamente datos de conexión de forma estructurada y visual. Incluso sin licencia.
Optimización de la fabricación
Identifica las topologías de conexión óptimas, agiliza la comunicación y adáptate rápidamente a los cambios.
Widget #10: widget_iframe
Name: iframe widget - Newsletter Subscription
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"iframe_title": {
"name": "Title",
"type": "text",
"value": "Join 10,000 fellow Engineers"
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"iframe_description": {
"name": "Description",
"type": "text",
"value": "Get expert engineering tips straight to your inbox. \nSubscribe to the IDEA StatiCa Newsletter below."
},
"iframe_url": {
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"value": "https://campaign.ideastatica.com/newsletter-subscription"
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}Proyectos compartidos en los últimos 12 meses
163,353
Clientes en todo el mundo
10,012
Personas que han utilizado las herramientas de escritorio IDEA StatiCa en los últimos 12 meses
58,130
¿Qué tipo de soporte recibo durante el periodo de prueba?
Te proporcionamos un soporte técnico completo durante el periodo de prueba, idéntico al servicio que obtendrás después de la compra.
Widget #14: widget_benefits_list
Name: Test - Homepage benefits
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"link_url": {
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}Real-life projects with IDEA StatiCa
1 de 10
Widget #17: widget_collapsible_list
Name: Pricing FAQ
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"content_1": {
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"value": "<p>Ofrecemos licencias en línea basadas en cuentas. Creamos un servidor de licencias en la nube para cada uno de nuestros clientes. Solo necesita sus credenciales (correo electrónico) para acceder a la licencia desde cualquier dispositivo. El número máximo de usuarios de licencia por producto de licencia es de 7 para licencias estándar e ilimitado para licencias empresariales.</p>\n<p>Lea más sobre IDEA StatiCa <a data-item-id=\"2356c8b2-c9c7-4da5-ab78-69df4e6c8920\" href=\"\">Licensing aquí</a>.</p>"
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"value": "<p>No, todas las licencias de IDEA StatiCa consisten en puestos flotantes. Puede cambiar de dispositivo, devolver la licencia al pool, compartirla con sus colegas y trabajar de viaje o desde casa.</p>"
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"name": "FAQ Pricing - Is there a single and network configuration?",
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},
{
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"type": "text",
"value": "¿Qué configuraciones de producto están relacionadas con el precio mostrado?"
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"value": "<p>Los precios muestran la gama para todos los productos disponibles, una licencia de puesto flotante. Los precios de suscripción se muestran para la opción de 12 meses. Hay más periodos de suscripción posibles. <a href=\"https://www.ideastatica.com/quote-request\">Solicite un presupuesto</a> para obtener una solución detallada para su organización.</p>"
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IDEA StatiCa Viewer
Comparte tus proyectos de IDEA StatiCa Connection con tus compañeros.
- Visualizar cualquier conexión en el navegador
- Generar listas de materiales y archivos DWG en 3D
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}EMPRESA Vs. LICENCIA ESTÁNDAR
| norma | empresa | |
|---|---|---|
| Utilización | ||
| Nacional (estado de compra) | ||
| Multinacional | ||
| Filiales autorizadas (filiales,...)i | ||
| Flujos de trabajo robotizadosi | ||
| Opciones de licencia | ||
| Suscripción | ||
| Perpetua | ||
| Asientos flotantes | ||
| Número máximo de usuarios de licencia por puestoi | 7 | ilimitado |
| Contrato plurianual | ||
| Inicio de sesión únicoi | ||
| Ayuda | ||
| Punto de apoyoi | País de compra | País de compra |
| Asistencia técnica prioritaria | ||
| Soporte APIi | ||
| Formación | Se adquiere por separado | |
| Certificación en línea del campus | Se adquiere por separado | |
DISEÑAR *SECCIONES CRUZADAS*, ANALIZAR E INFORMAR
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Informe
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SELECT YOUR STEEL COURSE
Choose the course you are interested in
In this course, you will learn the principles of the Component Based Finite Element Method (CBFEM), basic workflow in the Connection application, and proper stress-strain analysis results interpretation.
- Application: IDEA StatiCa Connection
- Duration of study: 10 hours
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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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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 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"codename": "rn_23_0__detailing_improvements_for_bolts_and_weld",
"linkId": "5f4c7d1f-5145-4fa0-a9bf-535808187857",
"urlSlug": "detailing-improvements-for-bolts-and-welds-in-eurocode",
"type": "support_center_article"
},
{
"codename": "rn_23_1__notes_in_report_about_not_performed_check",
"linkId": "26962c6a-7395-4994-b91c-2f02923d157f",
"urlSlug": "limitations-to-checks-of-anchors",
"type": "support_center_article"
},
{
"codename": "rn_23_1__detailed_calculation_of_connection_design",
"linkId": "2cc695f0-16cc-40cf-87c4-c5f8c4ca6605",
"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",
"linkId": "28c5e551-7dcf-4aed-93a1-97e001d6f3bc",
"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",
"type": "support_center_article"
}
],
"name": "Content",
"type": "rich_text",
"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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All with <a data-item-id=\"8ec9789b-c663-4cfe-92f8-86a031d720d3\" href=\"\">new wizard templates</a>.</li>\n <li><a data-item-id=\"fbf41a21-2c16-4d27-875f-415de12ebcff\" href=\"\"><strong>ACI design code</strong></a> implemented for anchoring, with new export from Connection to 3D Detail.</li>\n <li><a data-item-id=\"ae281b4c-1097-4039-92e3-b28d69385c95\" href=\"\"><strong>Prestressing design as per ACI 318-19</strong></a><strong> and </strong><a data-item-id=\"7ddfda28-482b-412a-8712-c4bd8c1616e9\" href=\"\">Australian code</a> added to 2D Detail.</li>\n <li>Calculation of <strong>3D tasks 4x faster</strong>, quicker application startup with new 3D scene.</li>\n <li><a data-item-id=\"aa86833c-cb6b-40d4-956e-f08c3940ec10\" href=\"\"><strong>New link from Beam to Detail</strong></a> for <strong>Precasters. 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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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Calculate and generate reports, all in one click.</li>\n <li>Clear status of nodes visible directly in 3D scene with Connection autosave.</li>\n <li>BIM link with <strong>Tekla Structures</strong> with <a data-item-id=\"e6865842-1664-4015-aa16-70e79c700dba\" href=\"\">full support of anchoring models</a></li>\n <li>New <a data-item-id=\"6fdde728-ceeb-4fdf-b42f-21f2fc86f40b\" href=\"\"><strong>BIM link with Midas NX</strong></a><strong> </strong>and <a data-item-id=\"4a748abe-c756-476c-a510-7a800fd062e7\" href=\"\"><strong>Grasshopper plugin</strong></a> updated to new Connection API</li>\n <li>Check the compatibility with your software in the list of <a data-item-id=\"7b02dc99-b67b-4c35-8eef-c99b48e28860\" href=\"\"><strong>supported versions in 25.0</strong></a></li>\n</ul>\n<h2>Usability and Licensing</h2>\n<ul>\n <li><a data-item-id=\"31249a64-d058-4a63-ae77-bdb65da4d67e\" href=\"\"><strong>New Launcher app</strong></a>, the initial window of the IDEA StatiCa toolbox offers the most relevant info and news for every user.</li>\n <li>User Portal provides new self-service options for license admins for <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#self-service\"><strong>user account management</strong></a><strong>,</strong> together with users’ <a href=\"https://preview.ideastatica.com/support-center/enhanced-user-portal#activity-score\"><strong>experience score</strong></a> and updated e-learning dashboard.</li>\n</ul>\n<p><br></p>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n05f4137a_e43d_01ac_fbf1_61cf42d3f55d\"></object>"
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"value": "<h2>Version 24.0 highlights</h2>\n<object type=\"application/kenticocloud\" data-type=\"item\" data-rel=\"component\" data-codename=\"n71180d74_9ffb_01b9_ff7c_9029ec3daf3c\"></object>\n<h2>Steel Connection Design</h2>\n<ul>\n <li><a data-item-id=\"07f0d4e0-790e-4ddc-82eb-6bff094488b3\" href=\"\"><strong>Parametric templates</strong></a> reduce clicks for standard connections by up to 80%. </li>\n <li><a data-item-id=\"987e0d3d-116f-47b8-8fea-cd8dde608cc3\" href=\"\"><strong>Sketches</strong></a><strong> </strong>now contain<strong> </strong>all necessary data for detailers (editable, readable). </li>\n <li><strong>Connection Library</strong> database increased from 400k to 700k, with new filters (AISC/EN,…). </li>\n <li>One-click <a data-item-id=\"0248496a-4acc-4b33-8842-4afe0bd9e802\" href=\"\"><strong>Weld Sizing</strong></a><strong> </strong>to full capacity of all welds in the connection. </li>\n <li><a data-item-id=\"5d596a87-216d-478c-9091-8e8f710ad06e\" href=\"\"><strong>Auto-Design of Bolts</strong></a> for shear connections.</li>\n <li><a data-item-id=\"d65d8320-3860-4fbc-984c-a73163766798\" href=\"\"><strong>PJP Welds</strong></a> for AISC</li>\n <li>Eurocode only: Modeling <a data-item-id=\"659f367d-2583-4cff-8e95-d103961e93bb\" href=\"\"><strong>Pins</strong></a>,<strong> </strong><a data-item-id=\"b5fdc985-c8bd-41af-abf8-d6722fc84d43\" href=\"\"><strong>Welds optimization</strong></a><strong> </strong>using machine learning. </li>\n <li><a data-item-id=\"cc8f87c9-d20b-43dd-aa50-854bfddabc04\" href=\"\"><strong>Hooked anchors/L-bolts in AISC</strong></a> (<strong>Anchoring update</strong> for Australian/Indian codes).</li>\n <li>A set of <a data-item-id=\"216f23aa-de26-43f7-bf03-59d5c905f88b\" href=\"\"><strong>features and improvements</strong></a> for the comfort of everyday modeling routines.</li>\n <li>You can<strong> </strong><a data-item-id=\"a22aefcd-b75f-4a55-a16e-0f1d664dd7e2\" href=\"\"><strong>change the language of the Report</strong></a><strong> </strong>without affecting the language of the application.</li>\n</ul>\n<h2>Concrete Detail Design</h2>\n<ul>\n <li><a data-item-id=\"382192dd-b0af-4352-b8e2-67196db3c59f\" href=\"\"><strong>Footings</strong></a><strong> and </strong><a data-item-id=\"62787805-f419-46e2-a87d-5e9d938e10a3\" href=\"\"><strong>Walls</strong></a> using 3D model type in IDEA StatiCa Detail. 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. 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}CONOZCA A NUESTRO EQUIPO DIRECTIVO MUNDIAL
IDEA StatiCa es una empresa familiar líder internacional en software de diseño estructural establecida en la República Checa. Está dirigida por un equipo directivo internacional con sede en varios continentes.
1 of 1
Juraj Sabatka
Consejero Delegado y Copropietario
Juraj es un entusiasta de la tecnología y el emprendimiento con formación académica en tres continentes: la Universidad de Economía de Praga, la Universidad de Harvard y la Universidad de Gestión de Singapur. Tras desempeñar diversas funciones de ventas y marketing en IDEA StatiCa, se convirtió en director general en 2023. Juraj fue Emprendedor Tecnológico del Año 2020 de EY en la República Checa.
Lubos Sabatka
Presidente del Consejo de Supervisión
Lubos, pionero en el uso de métodos CAE para el análisis estructural, lleva más de 20 años desarrollando herramientas de ingeniería estructural: Esa Prima Win, SCIA Engineer, etc. En 2009, centró su atención en el diseño de elementos estructurales, la tecnología en la nube y la adopción de BIM, con el objetivo de colmar las lagunas existentes en el flujo de trabajo global de ingenieros estructurales y fabricantes.
Lukas Manasek
Jefe de ventas
Lukas colabora con IDEA StatiCa desde 2016 como consultor externo. No solo nos ayudó a definir nuestra estrategia global de salida al mercado, sino que también observó cómo nuestra red de ventas se adentraba en nuevas regiones y mercados. Como CSO, Lukas aporta su amor por la implementación de objetivos estratégicos para mercados específicos y una amplia experiencia en el liderazgo de ventas internacionales.
Vojtech Chalupa
Jefe de producto
Tras 10 años de experiencia en el sector de la construcción, que incluye ensayos de materiales in situ, ingeniería estructural de acero y madera, y gestión de proyectos, Vojtech se unió a nosotros como propietario de productos BIM. Gracias a su experiencia en la comprensión de las necesidades de los clientes, se asegura de que el desarrollo de nuestros productos permita a los usuarios ser creativos, seguros y productivos.
Martin Jansa
Director de Tecnología
Martin es un líder experimentado en el desarrollo de software tanto para aplicaciones de escritorio como en la nube con más de 15 años de práctica en el sector de la seguridad de escritorio. Martin también es un gran fan del desarrollo ágil y se centra en maximizar el valor de los productos que proporcionamos a nuestros clientes en un tiempo mínimo sin comprometer su calidad.
ENCUENTRA IDEA STATICA CERCA DE TI
SEDE CENTRAL
República Checa
IDEA StatiCa s.r.o.
Lazaretní 925/9, Brno, 615 00, Czech Republic
Móvil: +420 511 205 263
Correo electrónico: info@ideastatica.com
IVA ID: CZ28356586
OFICINA ALEMANA
IDEA Statica Alemania GmbH
Joseph-von-Fraunhofer-Str. 13
44227 Dortmund, Alemania
Móvil: +49 231 999948 80
Correo electrónico: info@ideastatica.de
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