Sap 14.1 design parameters - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Software (https://forum.civilea.com/forum-65.html) +--- Forum: Software Installation Problems & Bugs (https://forum.civilea.com/forum-106.html) +---- Forum: Archive Problem (https://forum.civilea.com/forum-28.html) +---- Thread: Sap 14.1 design parameters (/thread-6614.html) Pages:
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RE: Sap 14.1 design parameters - essenza - 12-24-2009 Hi all I have problem with SAP2000 v14.0. When i design a HSS section, the analysis result for bending moment and design moment is different? why is that? can anyone give insight? Regards, Donald Essen RE: Sap 14.1 design parameters - fashion - 12-24-2009 which code are you designing according to? RE: Sap 14.1 design parameters - essenza - 12-26-2009 Thx, I've solved the problem, actually it is because of amplified moment due to non compact or slender section o take into account the p-delta effect. So SAP2000 is very accuratem just becareful if you use the 2nd order analysis instead of the 1st order amplified moment method per AISC 360-05 |