{"id":169892,"date":"2023-05-15T08:33:00","date_gmt":"2023-05-15T08:33:00","guid":{"rendered":"\/knowledge\/forums\/topic\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\/"},"modified":"2023-07-31T12:33:17","modified_gmt":"2023-07-31T12:33:17","slug":"how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\/","title":{"rendered":"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands?"},"content":{"rendered":"<p>For Beam188, shear stress output is not directly available in Workbench.   But it can be extracted by two approaches;  1) By defining parameters for Radius in DM and for Moment in Mechanical. Then, one can define few more expressions to get Torsional Constant for Circle and Shear Stress.  2) By using User Defined Result and inserting expressions using Twist Angle.  Please refer to attachment for more details.<\/p>\n<p>Attachments:<br \/>\n1. <a href=https:\/\/ansys13.ansys.com\/KnowledgeArticles\/Phase-2B\/2050382\/2050382.zip>2050382.zip<\/a><\/p>\n","protected":false},"template":"","class_list":["post-169892","topic","type-topic","status-publish","hentry","topic-tag-18-1","topic-tag-general","topic-tag-mechanical","topic-tag-structural-mechanics"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"For Beam188, shear stress output is not directly available in Workbench. But it can be extracted by two approaches; 1) By defining parameters for Radius in DM and for Moment in Mechanical. Then, one can define few more expressions to get Torsional Constant for Circle and Shear Stress. 2) By using User Defined Result and\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\/\" \/>\n\t<meta name=\"generator\" content=\"All in One SEO (AIOSEO) 4.9.10\" \/>\n\t\t<meta property=\"og:locale\" content=\"en_US\" \/>\n\t\t<meta property=\"og:site_name\" content=\"Ansys Knowledge | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands? | Ansys Knowledge\" \/>\n\t\t<meta property=\"og:description\" content=\"For Beam188, shear stress output is not directly available in Workbench. But it can be extracted by two approaches; 1) By defining parameters for Radius in DM and for Moment in Mechanical. Then, one can define few more expressions to get Torsional Constant for Circle and Shear Stress. 2) By using User Defined Result and\" \/>\n\t\t<meta property=\"og:url\" content=\"https:\/\/innovationspace.ansys.com\/knowledge\/forums\/topic\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\/\" \/>\n\t\t<meta property=\"article:published_time\" content=\"2023-05-15T08:33:00+00:00\" \/>\n\t\t<meta property=\"article:modified_time\" content=\"2023-07-31T12:33:17+00:00\" \/>\n\t\t<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n\t\t<meta name=\"twitter:title\" content=\"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands? | Ansys Knowledge\" \/>\n\t\t<meta name=\"twitter:description\" content=\"For Beam188, shear stress output is not directly available in Workbench. 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Then, one can define few more expressions to get Torsional Constant for Circle and Shear Stress. 2) By using User Defined Result and\" \/>\n\t\t<script type=\"application\/ld+json\" class=\"aioseo-schema\">\n\t\t\t{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic\\\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\\\/#breadcrumblist\",\"itemListElement\":[{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge#listItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/topics\\\/#listItem\",\"position\":2,\"name\":\"Topics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/topics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic-tag\\\/structural-mechanics\\\/#listItem\",\"name\":\"structural-mechanics\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge#listItem\",\"name\":\"Home\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic-tag\\\/structural-mechanics\\\/#listItem\",\"position\":3,\"name\":\"structural-mechanics\",\"item\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic-tag\\\/structural-mechanics\\\/\",\"nextItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic\\\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\\\/#listItem\",\"name\":\"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands?\"},\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/topics\\\/#listItem\",\"name\":\"Topics\"}},{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic\\\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\\\/#listItem\",\"position\":4,\"name\":\"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands?\",\"previousItem\":{\"@type\":\"ListItem\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic-tag\\\/structural-mechanics\\\/#listItem\",\"name\":\"structural-mechanics\"}}]},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/#organization\",\"name\":\"Ansys Knowledge\",\"description\":\"Ansys Innovation Space\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/\"},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic\\\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\\\/#webpage\",\"url\":\"https:\\\/\\\/innovationspace.ansys.com\\\/knowledge\\\/forums\\\/topic\\\/how-to-access-shear-stress-for-beam188-with-circular-cross-section-subjected-to-torsion-directly-in-wb-without-apdl-commands\\\/\",\"name\":\"How to access Shear Stress for BEAM188 with Circular cross-section subjected to Torsion, directly in WB without APDL commands? | Ansys Knowledge\",\"description\":\"For Beam188, shear stress output is not directly available in Workbench. 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