Civil Engineering Reference
In-Depth Information
x
16
16 in. column
12-#11 (7.31)
f
'
4000 psi
=
1000.00
f
y
=
60 ksi
12-#10 (5.95)
8-#11 (4.88)
800.00
8-#10 (3.97)
8-#9 (3.13)
4-#11 (2.44)
4-#10 (1.98)
600.00
4-#9 (1.56)
4-#8 (1.23)
400.00
200.00
0.00
0
50
100
150
200
250
300
350
400
450
500
M
u
=
φ
M
n
, ft-kips
Figure 5-21 - 16 x 16 in. Column Design Chart
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