Civil Engineering Reference
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F
i g u r e
6.8 Basic shear diagram and net shear.
The resultant loads and distances from the wind loads are shown in Fig. 6.7.
∑
M
2
=+
3200 8
()
+
1000 18
()
-
3200 8 8 000
()
=
,
ft-lb clockwise moment
18 000
80
,
V
SW
=
=+
225
lb shearforce to shear
walls SW
1
andSW
2
12
,
SW
225
4
v
SW
=
=
56 25
.
plfunitshear wall shearatSW
2
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