Civil Engineering Reference
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F i g u r e 3.36 Free body of chord forces and transfer diaphragm shears.
disrupted chord forces are transferred into the main diaphragm chords located at lines
A and D. The diaphragm is loaded with a 200 plf uniform load.
50
15
Aspect ratioTDand TD
1
2
==.
3331
:
which requires blocking.
Construction of the basic shear diagram (see Fig. 3.35):
RR wL
1
200 120
2
(
)
== =
=
12 000
,
lb
6
2
R
D
12 000
36
,
1
v
==
=
333 3
.plf
1
R
D
== -
12 000
20
,
6
v
=-
600
plf
6
VRwx
2
=- =
12 000
,
-
200 40
(
)
=
4000
lb
1
V
D
4000
36
2
v
=
=
=
111 1
.
plf
2
L
left
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