TAB -dAB P2 -dec -IBC econd load P₂ is uniformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the post are dAB= 1.50 in., AB = 0.5 in., dac = 2.50 in., and tac= 0.385 in., respectively Calculate the normal stress AB (in psi) in the upper part of the post. (Include the sign of the value in your answer. Round your answer to at least three significant figures.) psi If you want the lower part of the post to have the same compressive stress as the upper part, what should be the required magnitude of load P₂ (in lb)? lb If P₁ remains at 1,700 lb and P₂ is set at 2,160 lb, what new thickness of BC (in inches) will result in the same compressive stress in both parts? in.

TAB -dAB P2 -dec -IBC econd load P₂ is uniformly distributed around the cap plate at B. The diameters and thicknesses of the upper and lower parts of the post are dAB= 1.50 in., AB = 0.5 in., dac = 2.50 in., and tac= 0.385 in., respectively Calculate the normal stress AB (in psi) in the upper part of the post. (Include the sign of the value in your answer. Round your answer to at least three significant figures.) psi If you want the lower part of the post to have the same compressive stress as the upper part, what should be the required magnitude of load P₂ (in lb)? lb If P₁ remains at 1,700 lb and P₂ is set at 2,160 lb, what new thickness of BC (in inches) will result in the same compressive stress in both parts? in.

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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