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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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 b. 2.9667mm O c. 1.9667mm O d. 3.9667mm
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