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 vertical deflection at В. 2m 60 2m 60 OB 50 kN 60 2m
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 vertical deflection at В. 2m 60 2m 60 OB 50 kN 60 2m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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