kiris pursanta problem

Your beams seem insufficient to withstand the moments of vertical loads. The program gives a warning because the beam marginage values exceed 2%. Note: The ground floor is empty, copy the basement to the ground floor, enter the value 0 with the rigid basement number -1. Wipe the basement.
 
I understand, so what are the differences between semi-rigid or fully rigid diaphragm acceptances, which one gives the more economical solution?
 
Back
Top