Ahmad Alhamad
Structural
- Mar 8, 2017
- 24
Hello,
I want to ask about the limit allowed for cases when the reinforced beam width is larger than column width. Is it correct to be wider and what is the percent to be wider? On other hand what is the negative reinforcement percent that developed in this case ?
I want to ask about the limit allowed for cases when the reinforced beam width is larger than column width. Is it correct to be wider and what is the percent to be wider? On other hand what is the negative reinforcement percent that developed in this case ?