thread802-330556
I am using response spectrum method for a multistoried steel building in Staad. I have applied response spectra in x and z direction I. E plan directions.
1.I have a doubt that now the mass participation which has to be considered 90% will be checked for X, y, z or only for...
HELLO,
I am new in staad, working on eccentric and concentric bracing frame.while modelling incase of x bracing i have intersected the members and beams are released MY MZ at start and end. bracings are defined as tension only. but i am getting error of instability warnings and zero stiffness...
