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) P< C L2 Answer: (a) P = i (b) Ug = i L₁ B kips in.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
Transcribed Image Text: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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