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b
2
/b
1
0.0
0.2
0.4
0.6
0.8
1.0
0
100
20
80
40
60
for b
1
≥
b
2
60
40
for b
1
≤
b
2
80
20
100
0
0.0
0.2
0.4
0.6
0.8
1.0
b
1
/b
2
Figure 4-17 Solution to ACI Equations (11-37) and (13-1)
c
Effective slab width
for moment
transfer by flexure
c +2 (1.5h)
h
*Total Moment
Figure 4-18 Unbalanced Moment Transfere at Edge Column (ACI 13.6.3.6)
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