Ahmad Alhamad
Structural
- Mar 8, 2017
- 24
Hello,
I have to reach the frequancy for large span slab more than 4HZ, but i misunderstand what are the loads that i should include them in time period and mass source definition.
should the self weight only include or self weight plus finishes on slab?
I have to reach the frequancy for large span slab more than 4HZ, but i misunderstand what are the loads that i should include them in time period and mass source definition.
should the self weight only include or self weight plus finishes on slab?