Civil Engineering Reference
In-Depth Information
x
10
10 in. column
f
c
'
=
4000 psi
300.00
4-#9 (4.00)
f
y
=
60 ksi
4-#8 (3.16)
4-#7 (2.40)
250.00
4-#6 (1.76)
4-#5 (1.24)
200.00
150.00
100.00
50.00
0.00
0
10
20
30
40
50
60
M
u
=
φ
M
n
,
ft-kips
Figure 5-18 - 10 x 10 in. Column Design Chart
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