{"id":398439,"date":"2024-12-24T14:06:26","date_gmt":"2024-12-24T14:06:26","guid":{"rendered":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/timber-frame-shear-wall-using-beam-connections\/"},"modified":"2024-12-24T14:06:26","modified_gmt":"2024-12-24T14:06:26","slug":"timber-frame-shear-wall-using-beam-connections","status":"publish","type":"topic","link":"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/timber-frame-shear-wall-using-beam-connections\/","title":{"rendered":"Timber frame shear wall using beam connections"},"content":{"rendered":"<p>&lt;p&gt;Hi&nbsp;&lt;\/p&gt;&lt;p&gt;i am trying to make this model in ansys .&lt;\/p&gt;&lt;p&gt;<a title=\"Similar problem i am trying to solve\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/ansys-19-1-timber-frame-shear-wall-using-spring-connections\/\"><img decoding=\"async\" src=\"https:\/\/innovationspace.ansys.com\/forum\/wp-content\/uploads\/sites\/2\/2024\/12\/24-12-2024-1735049090-Model.webp\" alt=\"\" \/><\/a>&lt;\/p&gt;&lt;p&gt;I have implemented the material properties for the nails, the timber and the sheating material.&lt;\/p&gt;&lt;p&gt;i have tried several model types such as beams, solid and shells. My problem is when i apply even a small horizontal load of 1kn, the forces are only absorbed in the nails and are not distributed.&lt;\/p&gt;&lt;p&gt;the nails are placed with 100mm of spacing on each of the studs. I hope someone can. i have linked a picture and similar sub from a few years ago solving the same problem&lt;\/p&gt;<\/p>\n","protected":false},"template":"","class_list":["post-398439","topic","type-topic","status-publish","hentry","topic-tag-timber-1"],"aioseo_notices":[],"aioseo_head":"\n\t\t<!-- All in One SEO 4.9.10 - aioseo.com -->\n\t<meta name=\"description\" content=\"Hi i am trying to make this model in ansys .I have implemented the material properties for the nails, the timber and the sheating material.i have tried several model types such as beams, solid and shells. My problem is when i apply even a small horizontal load of 1kn, the forces are only absorbed in the\" \/>\n\t<meta name=\"robots\" content=\"max-image-preview:large\" \/>\n\t<link rel=\"canonical\" href=\"https:\/\/innovationspace.ansys.com\/forum\/forums\/topic\/timber-frame-shear-wall-using-beam-connections\/\" \/>\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 Learning Forum | Ansys Innovation Space\" \/>\n\t\t<meta property=\"og:type\" content=\"article\" \/>\n\t\t<meta property=\"og:title\" content=\"Timber frame shear wall using beam connections | Ansys Learning Forum\" \/>\n\t\t<meta property=\"og:description\" content=\"Hi i am trying to make this model in ansys .I have implemented the material properties for the nails, the timber and the sheating material.i have tried several model types such as beams, solid and shells. 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