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: a. The slope at the left support in degrees. b. The slope at the right support in degrees. 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 Y 2 m 30 kN/m B ♥ 2 m 4.5 m 50 kN/m

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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:
a. The slope at the left support in degrees.
b. The slope at the right support in degrees.
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: a. The slope at the left support in degrees. b. The slope at the right support in degrees. 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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