Civil Engineering Reference
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F
i g u r e
6.13 Basic diaphragm shear.
Determine the basic diaphragm shears (see Fig. 6.13):
∑
M
2
=
0
summing momentsabout grid line
2
200 30 15
( (
-
10
)
RV
1
==
=
1500
lb shearatgrid line 1
1
20
1500
60
v
1
=
=+
25
plfdiaphargm unit shearatgridline1
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