HI, Everyone,
Strength Loads
Using the set of tensile and compressive averages and standard deviations, the following load conditions are applied.
TS = {Nx,T + K?Nx,T, ..., Mx,T + K?Mx,T, ..., Qx,T + K?Qx,T}
CS = {Nx,C - K?Nx,C, ..., Mx,C - K?Mx,C, ..., Qx,C - K?Qx,C}
The worst case of these load conditions is reported in the Sizing form.
how to understand? Please see the picture, why: Strength =T-ave, not C-ave? the C-ave is more worse....
Thanks