Two steel [E = 29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.625 in. and a wall thickness of 0.255 in. Pipe (2) has an outside diameter of 4.375 in. and a wall thickness of 0.207 in. Assume L₁ = 12 ft and L₂= 21 ft. If the normal stress in each steel pipe must be limited to 16 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a). L2 L₁ (1) C B
Two steel [E = 29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.625 in. and a wall thickness of 0.255 in. Pipe (2) has an outside diameter of 4.375 in. and a wall thickness of 0.207 in. Assume L₁ = 12 ft and L₂= 21 ft. If the normal stress in each steel pipe must be limited to 16 ksi, determine (a) the maximum downward load P that may be applied at flange B. (b) the downward deflection of flange B at the load that you determined in part (a). L2 L₁ (1) C B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Two steel [E = 29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.625
in. and a wall thickness of 0.255 in. Pipe (2) has an outside diameter of 4.375 in. and a wall thickness of 0.207 in. Assume L₁ = 12 ft and
L₂= 21 ft. If the normal stress in each steel pipe must be limited to 16 ksi, determine
(a) the maximum downward load P that may be applied at flange B.
(b) the downward deflection of flange B at the load that you determined in part (a).
L2
L₁
(1)
C
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64af9562-88f8-4ab9-a839-49d8c8625cb2%2F22b89ff3-287f-4537-a62c-783cf7a1cf95%2F8ihw1h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Two steel [E = 29,600 ksi] pipes (1) and (2) are connected at flange B, as shown in the figure. Pipe (1) has an outside diameter of 5.625
in. and a wall thickness of 0.255 in. Pipe (2) has an outside diameter of 4.375 in. and a wall thickness of 0.207 in. Assume L₁ = 12 ft and
L₂= 21 ft. If the normal stress in each steel pipe must be limited to 16 ksi, determine
(a) the maximum downward load P that may be applied at flange B.
(b) the downward deflection of flange B at the load that you determined in part (a).
L2
L₁
(1)
C
B
Transcribed Image Text:(a)
(b)
Pmax =
VB =
i
i
kips
in.
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