An aluminum alloy [E = 10,000 ksi; Oy= 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; Oy = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.125 in., a wall thickness of 0.15 in., and a length of L₁ = 10 ft. Pipe (2) has an outside diameter of 4.25 in., a wall thickness of 0.24 in., and a length of L₂ = 17 ft. If a minimum factor of safety of 1.8 is required for each pipe, determine: (a) the maximum load P that may be applied at flange B. (b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive. Answer: (a) P = (b) uB = i "H (1) L₁ P B kips in. (2) L2 C

An aluminum alloy [E = 10,000 ksi; Oy= 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; Oy = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.125 in., a wall thickness of 0.15 in., and a length of L₁ = 10 ft. Pipe (2) has an outside diameter of 4.25 in., a wall thickness of 0.24 in., and a length of L₂ = 17 ft. If a minimum factor of safety of 1.8 is required for each pipe, determine: (a) the maximum load P that may be applied at flange B. (b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive. Answer: (a) P = (b) uB = i "H (1) L₁ P B kips in. (2) L2 C

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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An aluminum alloy [E = 10,000 ksi; Oy = 40 ksi] pipe (1) is connected to a bronze [E = 16,000 ksi; Oy = 45 ksi] pipe at flange B. The pipes are attached to rigid supports at A and C. Pipe (1) has an outside diameter of 2.250 in., a wall thickness of 0.18 in., and a length of L₁ = 7 ft. Pipe (2) has an outside diameter of 5.10 in., a wall thickness of 0.20 in., and a length of L₂ = 12 ft. If a minimum factor of safety of 1.5 is required for each pipe, determine: (a) the maximum load P that may be applied at flange B. (b) the deflection of flange B at the load determined in part (a). Deflection to the right is positive. (2) (1) C L2 Answer: (a) P = i (b) ug = i P< L₁ B kips in.
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