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Situation B. In the truss shown below, AE for all members is constant at 105 kN. 3m A B 10. If member BC is removed, find the displacement of B relative to C. c. 0.781 mm d. 0.541 mm a. 0.812 mm b. 0.621 mm 11. If member BC is removed, find the displacement of B relative to C due to a pair of unit loads opposite each other in the direction of BC. a. 0.178 mm b. 0.102 mm c. 0.137 mm d. 0.129 mm 12. Find the force in member BC in the given truss. c. 5.62 KN d. 4.36 KN а. б.23 KN b. 7.96 KN

Situation B. In the truss shown below, AE for all members is constant at 105 kN. 3m A B 10. If member BC is removed, find the displacement of B relative to C. c. 0.781 mm d. 0.541 mm a. 0.812 mm b. 0.621 mm 11. If member BC is removed, find the displacement of B relative to C due to a pair of unit loads opposite each other in the direction of BC. a. 0.178 mm b. 0.102 mm c. 0.137 mm d. 0.129 mm 12. Find the force in member BC in the given truss. c. 5.62 KN d. 4.36 KN а. б.23 KN b. 7.96 KN

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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Situation B. In the truss shown below, AE for all members is constant at 105 kN. 3m A B 10. If member BC is removed, find the displacement of B relative to C. c. 0.781 mm d. 0.541 mm a. 0.812 mm b. 0.621 mm 11. If member BC is removed, find the displacement of B relative to C due to a pair of unit loads opposite each other in the direction of BC. a. 0.178 mm b. 0.102 mm с. О.137 mm d. 0.129 mm 12. Find the force in member BC in the given truss. c. 5.62 KN a. 6.23 KN b. 7.96 KN d. 4.36 KN
Transcribed Image Text:Situation B. In the truss shown below, AE for all members is constant at 105 kN. 3m A B 10. If member BC is removed, find the displacement of B relative to C. c. 0.781 mm d. 0.541 mm a. 0.812 mm b. 0.621 mm 11. If member BC is removed, find the displacement of B relative to C due to a pair of unit loads opposite each other in the direction of BC. a. 0.178 mm b. 0.102 mm с. О.137 mm d. 0.129 mm 12. Find the force in member BC in the given truss. c. 5.62 KN a. 6.23 KN b. 7.96 KN d. 4.36 KN
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