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D 6 ft A В F 8 ft 8 ft E 8 ft 6 ft 30 kips

D 6 ft A В F 8 ft 8 ft E 8 ft 6 ft 30 kips

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Date No. •Solve the support reaction at F •solve the support reachion at •The cross - the Kips, 15 Kips, 20 Kips, 30 Kips A. (20 kips, 30 Kips , 25 Kips, To Kips) sectional area of each member of the truss is lole in, Calculate 1 e stresses in Members DE. (35.602 Ksi 33.221.27.982,25.000 average normal The cross -sectional area f the truss is 1.Co in?. of each mcmber of Calculate the ava: in members CE. normal stresses 6.250 Ksi. 6.833 ksi. 9.3 662 ksi i i lo-417 Ksi) + The cross sectional Area of each member of the truss is 1.6in2. Calculate the ava- normal stresses in members DF. evg. (29.333 ksi 2 l6.34a Ksi 18732 kSI 20.833 Ksi
Transcribed Image Text:Date No. •Solve the support reaction at F •solve the support reachion at •The cross - the Kips, 15 Kips, 20 Kips, 30 Kips A. (20 kips, 30 Kips , 25 Kips, To Kips) sectional area of each member of the truss is lole in, Calculate 1 e stresses in Members DE. (35.602 Ksi 33.221.27.982,25.000 average normal The cross -sectional area f the truss is 1.Co in?. of each mcmber of Calculate the ava: in members CE. normal stresses 6.250 Ksi. 6.833 ksi. 9.3 662 ksi i i lo-417 Ksi) + The cross sectional Area of each member of the truss is 1.6in2. Calculate the ava- normal stresses in members DF. evg. (29.333 ksi 2 l6.34a Ksi 18732 kSI 20.833 Ksi
6 ft A F 8 ft 8 ft E 8 ft 6 ft 30 kips C
Transcribed Image Text:6 ft A F 8 ft 8 ft E 8 ft 6 ft 30 kips C
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