Civil Engineering Reference
In-Depth Information
14
13
Flat plate with spandrel
beams* and flat slab
12
Flat slab with
spandrel beams*
11
10
9
Flat plate
8
Two-way beam-supported
slab (
β
= 1) ***
7
6
Two-way beam-supported
slab (
β
= 2) ***
5
4
3
10
15
20
25
30
35
40
Longer Clear Span (ft)
*Spandrel beam-to-slab stiffness ratio
α
f
≥
0.8
**
α
fm
> 2.0
Figure 4-4 Minimum Slab Thickness for Two-Way Slab Systems
Search WWH ::
Custom Search