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Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.12.2P
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Select an economic single unequal-leg-angle section for the tension member BH and GC for the truss shown.
Note: Verify your answer by solving ØP,
Assumptions:
Use A36 steel.
Assume there are two or three bolts in the direction of loading
There are two bolts in the transverse direction and not staggered arranged.
Use a 7/8-inch diameter bolt.
Given: P = P, = 1.2DL + 1.6LL
DL = 30 kips
LL = 65 Kips
H
F
15 ft
30 ft
A
E
10000
B
C
D
40 ft 40 ft-
40 ft
40 ft
1.5P
P.
Transcribed Image Text:Select an economic single unequal-leg-angle section for the tension member BH and GC for the truss shown. Note: Verify your answer by solving ØP, Assumptions: Use A36 steel. Assume there are two or three bolts in the direction of loading There are two bolts in the transverse direction and not staggered arranged. Use a 7/8-inch diameter bolt. Given: P = P, = 1.2DL + 1.6LL DL = 30 kips LL = 65 Kips H F 15 ft 30 ft A E 10000 B C D 40 ft 40 ft- 40 ft 40 ft 1.5P P.
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