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0.85
Panel
centerline
˜
2
0.80
A =
˜
1
x
˜
2
c
1
0.75
˜
1
c
1
0.70
0.65
A
= 400
c
1
375
0.60
350
325
0.55
300
275
0.50
250
0.45
225
0.40
200
175
0.35
150
0.30
125
0.25
100
0.20
0.15
0.10
200
220
240
260
280
300
320
340
360
380
400
q
u
, psf
W
u
, psf
Figure 1-8 Preliminary Design Chart for Slab Thickness Based on Two-Way Shear at an Interior
Square Column (
›
= 4000 psi)—Unbalanced moment transfer is not considered
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