suqlainUK
Structural
- Jul 31, 2001
- 22
We have a metal decking flooring system with 130mm thick in-situ concrete slab, spanning on to beams at 2.5m-2.75m centres. The slab weighs 2.4kN/sqm, +1.5 kN/sqm finishes, and the live load is 6kN/sqm.
We are happy with the Natural Frequency of the steel beam, but would like to know what is an acceptable natural frequency for the slab itself.
We are happy with the Natural Frequency of the steel beam, but would like to know what is an acceptable natural frequency for the slab itself.