Example #4: Determine the cross- Figure P-112 sectional areas of members AG, BC, and CE for the truss shown in Fig. P-112. 4 ft 3, The stresses are not to exceed 20 ksi in tension and 4 ft 14 ksi in compression. A B reduced stress in 25 kips compression is specified to the 4 ft reduce danger of buckling. 40 kips 6 ft 6 ft SMATHalino.com 6 ft
Example #4: Determine the cross- Figure P-112 sectional areas of members AG, BC, and CE for the truss shown in Fig. P-112. 4 ft 3, The stresses are not to exceed 20 ksi in tension and 4 ft 14 ksi in compression. A B reduced stress in 25 kips compression is specified to the 4 ft reduce danger of buckling. 40 kips 6 ft 6 ft SMATHalino.com 6 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Example #4:
Determine
the
cross-
Figure P-112
sectional areas of members
AG, BC, and CE for the
truss shown in Fig. P-112.
4 ft
3,
The stressses
are
not
to
exceed 20 ksi in tension and
4 ft
14 ksi in compression. A
B
F
reduced
stress
in
25 kips
compression is specified to
danger
reduce
the
of
4 ft
buckling.
40 kips
6 ft
6 ft
CMATHalino.com
6 ft
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