Civil Engineering Reference
In-Depth Information
1
Panel
centerline
˜
2
A
c
1
=
350
0.9
A=
˜
2
(
˜
1
/2 + C
1
/2)
c
1
375
˜
1
/2 + C
1
/2
c
1
300
0.8
275
250
0.7
225
0.6
200
175
0.5
150
125
0.4
100
0.3
75
0.2
50
0.1
200 220 240 260 280 300 320 340 360 380 400
q
u
, psf
Figure 1-9 Preliminary Design Chart for Slab Thickness Based on Two-Way Shear at an Edge
Square Column (
›
= 4000 psi)—Unbalanced moment transfer is not considered
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