Civil Engineering Reference
In-Depth Information
Panel
centerline
˜
2
/2 + C
1
/2
A
c
1
=
275
1.1
A= (
˜
1
/2 + C
1
/2)(
˜
2
/2 + C
2
/2)
c
1
250
˜
1
/2 + C
1
/2
c
1
225
0.9
200
175
0.7
150
125
100
0.5
75
0.3
50
25
0.1
200 220 240 260 280 300 320 340 360 380 400
q
u
, psf
Figure 1-10 Preliminary Design Chart for Slab Thickness Based on Two-Way Shear at a Corner
Square Column (
›
= 4000 psi)—Unbalanced moment transfer is not considered
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