5. Segment AB of the bar is a tube with an outer diameter of di and a wall thíckness of 0.125 in. Segment BC is a solid rod of diameter d2. The average normal stresses must not exceed 3400 psi in rod AB and 6500 in rod BC, respectively. Use P1 = 2,800 Ib. and P2 = 4,800 Ib. 0.125 in. B A - 6 in.- 6 in. Determine the smallest allowable value of d1 (in inches). Round-off to 2-decimal places. Your answer Determine the smallest allowable value of d2 (in inches). Round-off to 2-decimal places. * Your answer

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Part 5

5. Segment AB of the bar is a tube with an outer diameter of di and a wall
thickness of 0.125 in. Segment BC is a solid rod of diameter d2. The average
normal stresses must not exceed 3400 psi in rod AB and 6500 in rod BC,
respectively. Use P1 = 2,800 Ib. and P2 = 4,800 lb.
0.125 in.
di
Pa
P
B
6 in.-
6 in.-
Determine the smallest allowable value of d1 (in inches). Round-off to 2-decimal
places.
Your answer
Determine the smallest allowable value of d2 (in inches). Round-off to 2-decimal
places."
Your answer
Transcribed Image Text:5. Segment AB of the bar is a tube with an outer diameter of di and a wall thickness of 0.125 in. Segment BC is a solid rod of diameter d2. The average normal stresses must not exceed 3400 psi in rod AB and 6500 in rod BC, respectively. Use P1 = 2,800 Ib. and P2 = 4,800 lb. 0.125 in. di Pa P B 6 in.- 6 in.- Determine the smallest allowable value of d1 (in inches). Round-off to 2-decimal places. Your answer Determine the smallest allowable value of d2 (in inches). Round-off to 2-decimal places." Your answer
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