The steel member shown below has a diameter of 69 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 110 kN. The lengths are LAB = 5.8 m and LAC = 2.3 m Part A - Determine the maximum load -LAC LAB" What is the maximum load, P, that can be applied such that the reaction at B does not exceed 110 kN ? Express your answer to three significant figures in kN. ▸ View Available Hint(s) ΜΕ ΑΣΦ | Η vec ? P= Submit KN

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The steel member shown below has a diameter of 69 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 110 kN. The lengths are LAB = 5.8 m and LAC = 2.3 m
Part A - Determine the maximum load
-LAC
What is the maximum load, P, that can be applied such that the reaction at B does not exceed 110 kN ?
Express your answer to three significant figures in kN.
▸ View Available Hint(s)
P=
1 ΑΣΦ. Η vec
?
KN
Submit
Transcribed Image Text:The steel member shown below has a diameter of 69 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 110 kN. The lengths are LAB = 5.8 m and LAC = 2.3 m Part A - Determine the maximum load -LAC What is the maximum load, P, that can be applied such that the reaction at B does not exceed 110 kN ? Express your answer to three significant figures in kN. ▸ View Available Hint(s) P= 1 ΑΣΦ. Η vec ? KN Submit
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