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A 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. LL = 65 Kips Given: P = P = 1.2DL + 1.6LL DL = 30 kips H 40 ft- oooooo B 1.5P 40 ft- 0000 C P -40 ft D F 40 ft- 15 ft 30 ft E

A 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. LL = 65 Kips Given: P = P = 1.2DL + 1.6LL DL = 30 kips H 40 ft- oooooo B 1.5P 40 ft- 0000 C P -40 ft D F 40 ft- 15 ft 30 ft E

Steel Design (Activate Learning with these NEW titles from Engineering!)
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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Steel design Select an economic double equal-leg-angle section for the tension member BH and GC for the truss shown.
Assumptions: Given: P = P₁ = 1.2DL + 1.6LL DL = 30 kips H 40 ft- 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. LL = 65 Kips oooooo B .. 1.5P 40 ft- oooo C P F 0800 D -40 ft 40 ft 15 ft 30 ft E
Transcribed Image Text:Assumptions: Given: P = P₁ = 1.2DL + 1.6LL DL = 30 kips H 40 ft- 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. LL = 65 Kips oooooo B .. 1.5P 40 ft- oooo C P F 0800 D -40 ft 40 ft 15 ft 30 ft E
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