EngineerRam
Structural
- Jul 31, 2014
- 52
Hi,
The equation for moment magnification in a column in a sway frame in ACI 318-08 (same in 11) is M1 = M1ns + (deltas)(M1s), where deltas is the sway moment magnifier. My question is why does this equation not consider deltans, the nonsway moment magnifier? Shouldn't this be multiplied to M1ns, the end moment due to gravity loads?
Thanks
The equation for moment magnification in a column in a sway frame in ACI 318-08 (same in 11) is M1 = M1ns + (deltas)(M1s), where deltas is the sway moment magnifier. My question is why does this equation not consider deltans, the nonsway moment magnifier? Shouldn't this be multiplied to M1ns, the end moment due to gravity loads?
Thanks