https://communities.bentley.com/members/3f033d39_2d00_3fbd_2d00_4442_2d00_982c_2d00_740d79391a6bRecent activity for people in hassnain iqbal's communityen-USTelligent Community 12https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Sun, 31 Mar 2019 10:00:31 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:31698550-7059-443e-b610-11c55989097aAsk a question in a forum.https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/177431/industrial-shed-design-side-walls-opening-for-wind-flowSun, 31 Mar 2019 19:17:41 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:82ccfaa0-47a7-416a-a70b-96de58e05a93hassnain iqbal<p>I am designing an industrial shed. Can I enclose the shed all from the four sides up to the lowest purlin. I have analyzed this shed on staad.pro and its OK as per ASD design methodology under wind loads.<br />I have heard that it is important to give gap in side walls corrugated sheets for free movement of wind. Should i go for this design if STAAD is giving okay or i should go for side walls openings?<img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/staad-analyzed-shed.png" alt=" " /></p> <p>or should&nbsp;i go for design below having side walls openings</p> <p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/download.jpg" alt=" " /></p> <p></p> <p></p> <p></p> <p></p> <p></p> <p></p><div style="clear:both;"></div>