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The steel member shown below has a diameter of 60 mm , modulus of elasticity of E = 200 GPa , and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 120 kN. The lengths are LAB = 6.4 m and LAC = 2.9

The steel member shown below has a diameter of 60 mm , modulus of elasticity of E = 200 GPa , and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 120 kN. The lengths are LAB = 6.4 m and LAC = 2.9

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.21P: A slightly tapered bar AB of solid circular crass section and length L is supported at end B and...
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Please help me solve these questions for part a and part B they’re both linked use image below Circle final answer for both of them 
The steel member shown below has a diameter of 60 mm , modulus of elasticity of E = 200 GPa , and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 120 kN. The lengths are LAR = 6.4 m and LAG = 2.9 Part A- Determine the maximum load What is the maximum load, P, that can be applied such that the reaction at B does not exceed 120 kN ? Express your answer to three significant figures in kN. > View Available Hint(s) It vec P3= kN Submit • Part B - Determine the reaction at A When the applied load has the maximum design value of P = 265 kN , the reaction at Bis 120 kN. What is the reaction force at support A? Express your answer to three significant figures in kN. > View Available Hint(s) V AEo t kN Submit
Transcribed Image Text:The steel member shown below has a diameter of 60 mm , modulus of elasticity of E = 200 GPa , and is fixed at A and B. The support at A is rigid, but the support at B can be considered rigid only if the reaction force at B does not exceed 120 kN. The lengths are LAR = 6.4 m and LAG = 2.9 Part A- Determine the maximum load What is the maximum load, P, that can be applied such that the reaction at B does not exceed 120 kN ? Express your answer to three significant figures in kN. > View Available Hint(s) It vec P3= kN Submit • Part B - Determine the reaction at A When the applied load has the maximum design value of P = 265 kN , the reaction at Bis 120 kN. What is the reaction force at support A? Express your answer to three significant figures in kN. > View Available Hint(s) V AEo t kN Submit
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