FirstName LastName's Activitieshttps://communities.bentley.com/members/f712a0d3_2d00_16b1_2d00_49a3_2d00_bc3c_2d00_252b0aeb89f6FirstName LastName's recent activityen-USTelligent Community 12I am designing a Tapred section as per IS 800:2007 LSD, By considering LTB. When I do it manually, the Moment capacity of beam is 772.8 kNm as per Cl 8.2.2https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/217772/i-am-designing-a-tapred-section-as-per-is-800-2007-lsd-by-considering-ltb-when-i-do-it-manually-the-moment-capacity-of-beam-is-772-8-knm-as-per-cl-8-2-2Fri, 06 Aug 2021 06:01:49 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ffd327ed-27d4-48a3-9ea2-390184f97f5cFirstName LastName<p><img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5932/pastedimage1628229553520v1.png" alt=" " /></p> <p>My Section size is 175 x 8 Flange and 1000 x 10 Web of&nbsp; Fy= 345 Mpa.</p> <p>The unsupported length about x and y is 1.5m. Lz is 25m.&nbsp;</p> <p>Capacity as per STAAD is 953.62 kNm doesnt match with manual value.&nbsp;</p> <p>But STAAD Output report, the value is 953.623 kNm which is laterally supported beam capacity as per Cl 8.2.1.2. Is this issue with Current update 6?</p><div style="clear:both;"></div>steel design as per Indian code IS800/2007https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/198930/steel-design-as-per-indian-code-is800-2007Tue, 16 Jun 2020 11:45:45 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f472ed89-e81a-446f-a158-d08ca057b5ecRakesh Kumar<p>STAAD EONNECT SERIES WONT DESIGN ISMB 0R HOT ROLLED SECTIONS ATTACHED WITH PLATE IN BOTTOM OR TOP&nbsp;</p><div style="clear:both;"></div>Ask A Question Ihttps://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Fri, 06 Aug 2021 02:13:51 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b552913a-664b-4972-8dfe-030c0b1f7207Ask a question in a forum.