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A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 15-mm- diameter stainless steel rods that have an elastic modulus of E = 198 GPa. Rod (3) is a 22-mm-diameter bronze rod that has an elastic modulus of E = 108 GPa. Use a = 1.4 m and L = 2.7 m. For a load magnitude of w = 28 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. 2a (1) |(3) D Answers: ( a) σ1-i MPa, 02 = i MPa, and o3 = i MPa (b) VF = i mm

A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 15-mm- diameter stainless steel rods that have an elastic modulus of E = 198 GPa. Rod (3) is a 22-mm-diameter bronze rod that has an elastic modulus of E = 108 GPa. Use a = 1.4 m and L = 2.7 m. For a load magnitude of w = 28 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. 2a (1) |(3) D Answers: ( a) σ1-i MPa, 02 = i MPa, and o3 = i MPa (b) VF = i mm

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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A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 15-mm- diameter stainless steel rods that have an elastic modulus of E = 198 GPa. Rod (3) is a 22-mm-diameter bronze rod that has an elastic modulus of E = 108 GPa. Use a = 1.4 m and L = 2.7 m. For a load magnitude of w = 28 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. 2a (1) |(2) (3) Answers: (a) 01 = i MPa, 02 = i МPа, and og- i MPa (b) VẸ = mm
Transcribed Image Text:A uniformly-distributed load w is supported by a structure consisting of rigid bar BDF and three rods. Rods (1) and (2) are 15-mm- diameter stainless steel rods that have an elastic modulus of E = 198 GPa. Rod (3) is a 22-mm-diameter bronze rod that has an elastic modulus of E = 108 GPa. Use a = 1.4 m and L = 2.7 m. For a load magnitude of w = 28 kN/m, calculate (a) the normal stress in each rod. (b) the vertical deflection of the rigid bar at F. 2a (1) |(2) (3) Answers: (a) 01 = i MPa, 02 = i МPа, and og- i MPa (b) VẸ = mm
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