Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss show 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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown.
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
40 ft-
H
B
1.5P
-40 ft-
oooo
C
P
F
D
40 ft 40 ft
15 ft
+
30 ft
E
LL = 65 Kips
Transcribed Image Text:Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown. 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 40 ft- H B 1.5P -40 ft- oooo C P F D 40 ft 40 ft 15 ft + 30 ft E LL = 65 Kips
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