Hi
I am trying to model a two way slab system on beams using the equivalent frame method since the direct design method won't work. I am using a simple plane frame program to analyse the equivalent frame, however, my analysis gives moments that are too high. The reason being, I do not know how...
Hi
I am trying to model a two way slab system on beams using the equivalent frame method since the direct design method won't work. I am using a simple plane frame program to analyse the equivalent frame, however, my analysis gives moments that are too high. The reason being, I do not know how...
