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. 17. Determine the vertical deviation at the point where the 100N-m moment is located relative to the tangent drawn at the left support. O a. 1.133mm O b. 1.333mm O c. 1.533.mm d. 1.733mm

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. 17. Determine the vertical deviation at the point where the 100N-m moment is located relative to the tangent drawn at the left support. O a. 1.133mm O b. 1.333mm O c. 1.533.mm d. 1.733mm

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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Question

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.
17. Determine the vertical deviation at the point where the 100N-m moment is
located relative to the tangent drawn at the left support.
O a. 1.133mm
O b. 1.333mm
O c. 1.533.mm
d. 1.733mm

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