An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It hasa roller support at A and hinged at C. The truss carries a vertical load of 50 kN at joint B. Cross-sectional area of all members is 800 mm? and E=200,000 MPa. Compute the vertical reaction at C.2m602m60B50 kN602mSelect one:O a. 20 kNO b. 40 kNO c. 50 kNO d. 30 kN An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It hasa roller support at A and hinged at C. The truss carries a vertical load of 50 kN at joint B. Cross-sectional area of all members is 800 mm? and E=200,000 MPa. Compute the reaction at A.60°2m2m60°OB50 kN60°2mSelect one:O a. 27.50 kNO b. 35.40 kNO c. 43.30 kNO d. 68.20 kN

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An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It has a roller support at A and hinged at C. The truss carries a vertical load of 50 kN at joint B. Cross- sectional area of all members is 800 mm? and E=200,000 MPa. Compute the reaction at A. 2m 60 2m 60° OB 50 kN 60° 2m Select one: O a. 27.50 kN O b. 35.40 kN O C. 43.30 kN O d. 68.20 kN

An equilateral triangular truss ABC has a vertical member AC that has one of its side 2m long. It has a roller support at A and hinged at C. The truss carries a vertical load of 50 kN at joint B. Cross- sectional area of all members is 800 mm? and E=200,000 MPa. Compute the reaction at A. 2m 60 2m 60° OB 50 kN 60° 2m Select one: O a. 27.50 kN O b. 35.40 kN O C. 43.30 kN O d. 68.20 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter9: Application Of Influence Lines

Section: Chapter Questions

Problem 2P

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