cva1993r
Structural
- Jul 31, 2004
- 16
Hi again,
For that 30 story building, the negineer has used a 50% live load reduction. The National Building Code of Canada has a formula to calculate this reduction factor and the reduction I calculate comes to 78%......
Is there some empirical design formula that I may be missing here ??
Thanks
For that 30 story building, the negineer has used a 50% live load reduction. The National Building Code of Canada has a formula to calculate this reduction factor and the reduction I calculate comes to 78%......
Is there some empirical design formula that I may be missing here ??
Thanks