Civil Engineering Reference
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80
N u
2000A g
f ' b w d
φ
V c
=
2
φ
1
+
70
f '
=
4000 psi
φ=
0.75
60
50
40
30
20
10
0
0
100
200
300
400
500
600
N u = P u , kips
Figure 5-17 Column Shear Strength,
φ
V c
 
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