Civil Engineering Reference
In-Depth Information
F
i g u r e
8.24 Transfer diaphragm shears.
Section A:
d
600
2
d
=
50 12
()
=
600
in
−
15
.
′′ =
−
15
.
=
298 5
.
in
2
where the distance from the extreme outer fiber to the centroid of the flange is 1.5″
(typical). Assume
I
o
= 0.
2
2
4
I
=+ =
I
Ad
2165 298 52940 374
(. )(
.)
=
,
,
in
2
o
L
=
15
ft
1
w
=
105 plf
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