Civil Engineering Reference
In-Depth Information
F i g u r e 7.33 Chord and strut force diagrams.
Starting at grid line 1:
329 5
.
+
273 2
.
F 2
=−
()
30
=−
9040
lb tensionatgrid line2
2
273 2
.
+
223 2
.
F =−
9040
()
20
=−
14 000
,
lbtension at endofframe
2
223 20
2
.
+
F max
=−
14 000
,
(
109 29
.
−=−
20
)
23 969
,
lb
tensionmaximum
176 80
2
.
+
F =−
23 969
,
+
(
180
109 29
.
)
= −
17 718
,
lb tension at startofOCBF2
325
+
226 8
2
.
F 3
=
()
50
=
13 683
,
lbtension at grid line3
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