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Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward force 1m from the left support and a moment of 100N-m (counterclockwise) 3m from the left support. The product El = 1,000,000, where E is the modulus of elasticity in Pascals and I is the moment of inertia in meters to the fourth power. Analyze the beam using area moment method. 16. Determine the vertical deviation of the right support relative to the tangent drawn at the left support a. 0.9667mm O b. 2.9667mm O c. 1.9667mm d. 3.9667mm

Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward force 1m from the left support and a moment of 100N-m (counterclockwise) 3m from the left support. The product El = 1,000,000, where E is the modulus of elasticity in Pascals and I is the moment of inertia in meters to the fourth power. Analyze the beam using area moment method. 16. Determine the vertical deviation of the right support relative to the tangent drawn at the left support a. 0.9667mm O b. 2.9667mm O c. 1.9667mm d. 3.9667mm

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 Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward force 1m from the left support and a moment of 100N-m (counterclockwise) 3m from the left support. The product El = 1,000,000, where E is the modulus of elasticity in Pascals and I is the moment of inertia in meters to the fourth power. Analyze the beam using area moment method. 16. Determine the vertical deviation of the right support relative to the tangent drawn at the left support O a. 0.9667mm O b. 2.9667mm O c. 1.9667mm O d. 3.9667mm
Transcribed Image Text:Problem Number 6. A simply supported beam has a length of 4m. The beam is carrying a 500N downward force 1m from the left support and a moment of 100N-m (counterclockwise) 3m from the left support. The product El = 1,000,000, where E is the modulus of elasticity in Pascals and I is the moment of inertia in meters to the fourth power. Analyze the beam using area moment method. 16. Determine the vertical deviation of the right support relative to the tangent drawn at the left support O a. 0.9667mm O b. 2.9667mm O c. 1.9667mm O d. 3.9667mm
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