![]() ![]() ![]() ![]() ![]() Since RISAFloor is designing entirely for gravity loads it does not need to account for the P-Delta effect. The distance one end of the member is offset from the other end. To "P", the axial force in the member, times "Delta", "P-Delta" because the magnitude of the secondary moment is equal Through the use of P-Delta analysis. This type of analysis is called Of the member may no longer be co-linear in the deflected position. These secondary effects, for members (not plates), can be accurately approximated Of the model may induce secondary moments due to the fact that the ends When a model is loaded, it deflects. The deflections in the members ![]()
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