Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 14 mm and an allowable normal stress of 115 MPa. Pipe (2) has an outside diameter of 54 mm, a wall thickness of 8 mm, and an allowable normal stress of 80 MPa. Assume x₁ = 2.7 m, x2 = 1.1 m, and y₁ = 3.3 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress. B Y₁ Answer: Pmax i (2) KN

Principles of Geotechnical Engineering (MindTap Course List)
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Chapter10: Stresses In A Soil Mass
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Problem 10.1CTP: EB and FG are two planes inside a soil element ABCD as shown in Figure 10.50. Stress conditions on...
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MECHANICS OF DEFORMABLE BODIES

Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 14
mm and an allowable normal stress of 115 MPa. Pipe (2) has an outside diameter of 54 mm, a wall thickness of 8 mm, and an allowable
normal stress of 80 MPa. Assume x₁ = 2.7 m, x2 = 1.1 m, and y₁ = 3.3 m. Determine the maximum load Pmax that can be supported by the
structure without exceeding either allowable normal stress.
B
Y₁
Answer: Pmax
i
(2)
KN
Transcribed Image Text:Pipe (2) is supported by a pin at bracket C and by tie rod (1). The structure supports a load P at pin B. Tie rod (1) has a diameter of 14 mm and an allowable normal stress of 115 MPa. Pipe (2) has an outside diameter of 54 mm, a wall thickness of 8 mm, and an allowable normal stress of 80 MPa. Assume x₁ = 2.7 m, x2 = 1.1 m, and y₁ = 3.3 m. Determine the maximum load Pmax that can be supported by the structure without exceeding either allowable normal stress. B Y₁ Answer: Pmax i (2) KN
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