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Problem 1. The beam is shown below with a cross-section of 300 mm x 500 mm. Assuming modulus of elasticity of the material is 120 GPa. Use the double integration method to determine the following: C. The deflection at midspan. d. The maximum deflection of the beam. e. The location of the maximum deflection from the left support. 15 kN/m A V 2 m 30 kN/m ✓ B 2 m 4.5 m 50 kN/m

Problem 1. The beam is shown below with a cross-section of 300 mm x 500 mm. Assuming modulus of elasticity of the material is 120 GPa. Use the double integration method to determine the following: C. The deflection at midspan. d. The maximum deflection of the beam. e. The location of the maximum deflection from the left support. 15 kN/m A V 2 m 30 kN/m ✓ B 2 m 4.5 m 50 kN/m

Structural Analysis
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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Problem 1. The beam is shown below with a cross-section of 300 mm x 500 mm. Assuming modulus of elasticity of the material is 120 GPa. Use the double integration method to determine the following: C. The deflection at midspan. d. The maximum deflection of the beam. e. The location of the maximum deflection from the left support. 15 kN/m V A 2 m 30 kN/m ♥ 2 m -4.5 m- 50 kN/m
Transcribed Image Text:Problem 1. The beam is shown below with a cross-section of 300 mm x 500 mm. Assuming modulus of elasticity of the material is 120 GPa. Use the double integration method to determine the following: C. The deflection at midspan. d. The maximum deflection of the beam. e. The location of the maximum deflection from the left support. 15 kN/m V A 2 m 30 kN/m ♥ 2 m -4.5 m- 50 kN/m
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