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Prob. 3.4-16. The pin-jointed truss ABC in Fig. P3.4-16 consists of three aluminum-alloy members, each having a A (2) 60° P = 40 kN (3) 30° (1) 3 m P3.4-16 UC cross-sectional area of A = 1000 mm² and a modulus of elas- ticity E = 70 GPa. If a horizontal load P = 40 kN acts to the right on the pin at B, calculate the displacement uc of the roller support at C.

Prob. 3.4-16. The pin-jointed truss ABC in Fig. P3.4-16 consists of three aluminum-alloy members, each having a A (2) 60° P = 40 kN (3) 30° (1) 3 m P3.4-16 UC cross-sectional area of A = 1000 mm² and a modulus of elas- ticity E = 70 GPa. If a horizontal load P = 40 kN acts to the right on the pin at B, calculate the displacement uc of the roller support at C.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter4: Plane And Space Trusses
Section: Chapter Questions
Problem 32P
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Prob. 3.4-16. The pin-jointed truss ABC in Fig. P3.4-16 consists of three aluminum-alloy members, each having a (2) B 60° P = 40 kN (3) 30° (1) 3 m P3.4-16 C uc cross-sectional area of A = 1000 mm² and a modulus of elas- ticity E = 70 GPa. If a horizontal load P = 40 kN acts to the right on the pin at B, calculate the displacement uc of the roller support at C. ||
Transcribed Image Text:Prob. 3.4-16. The pin-jointed truss ABC in Fig. P3.4-16 consists of three aluminum-alloy members, each having a (2) B 60° P = 40 kN (3) 30° (1) 3 m P3.4-16 C uc cross-sectional area of A = 1000 mm² and a modulus of elas- ticity E = 70 GPa. If a horizontal load P = 40 kN acts to the right on the pin at B, calculate the displacement uc of the roller support at C. ||
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