5. A bar which is hinged at its end point and carries a load at its free end, is supportedby two rods as shown. If Rod A is made of bronze which has modulus of elasticity of14 500 ksi, and Rod B is an aluminum rod with E = 10 000 000 psi. Given that before applyingthe 6000 Ibs load, the bar is horizontal. Solve for the axial force on each rod as caused by theapplication of the 6000 pounds load. Neglect the weight of the bar and the rods.B6ft4 ft4ft-4 ft 2n6600 Ib

Considering W=6000lb as written in question

5. A bar which is hinged at its end point and carries a load at its free end, is suppo by two rods as shown. If Rod A is made of bronze which has modulus of elasticity 14 500 ksi, and Rod B is an aluminum rod with E = 10 000 000 psi. Given that before app the 6000 Ibs load, the bar is horizontal. Solve for the axial force on each rod as caused by application of the 6000 pounds load. Neglect the weight of the bar and the rods. B 6ft 4 ft

5. A bar which is hinged at its end point and carries a load at its free end, is suppo by two rods as shown. If Rod A is made of bronze which has modulus of elasticity 14 500 ksi, and Rod B is an aluminum rod with E = 10 000 000 psi. Given that before app the 6000 Ibs load, the bar is horizontal. Solve for the axial force on each rod as caused by application of the 6000 pounds load. Neglect the weight of the bar and the rods. B 6ft 4 ft

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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