- #1
rodsika
- 279
- 2
I just want to know the relationship between beam depth and column size. I know there is a relationship. But in uniform loading, do they increase beam depth or column size? or rather.. would increasing beam depth and keeping column constant be able to handle more load? or should the beam depth be constant and the column size increased to handle more load given the storey or building height is constant?
I'm not building anything. Just want an idea. Thanks.
I'm not building anything. Just want an idea. Thanks.