Civil Engineering Reference
In-Depth Information
F
i g u r e
12.5 Second-loor diaphragm and irst-loor walls.
V
d
4417 42
80
.
v
=
2
=
=+
55 22
.
plf
2
D-H
V
4
=
4417 42
.
−
82 116
(
)
=−
5094 6
.
lb
V
d
=
−
5094 6
80
.
4
v
=
=−
63 68
.
plf
4
D-H
Determination of the transfer diaphragm shears (see Fig. 12.6):
Before the transfer
diaphragm shears can be determined, the force at the end of the drag strut at grid
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