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Problem-2 Use the moment distribution. Find the reactions. Draw the shear and moment diagrams, showing max values in each span. Indicate the points of inflection. El is constant. P-40 LN 1.27 12 m

Problem-2 Use the moment distribution. Find the reactions. Draw the shear and moment diagrams, showing max values in each span. Indicate the points of inflection. El is constant. P-40 LN 1.27 12 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter5: Beams And Frames: Shear And Bending Moment
Section: Chapter Questions
Problem 53P: For the beam shown: (a) determine the distance a for which the maximum positive and negative bending...
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Inertia Equal to 1.2I For the member BC

**Problem-2** Use the moment distribution method to solve the following problem: 1. **Find the reactions** at the supports. 2. **Draw the shear and moment diagrams**, highlighting the maximum values in each span. 3. **Indicate the points of inflection** on the diagrams. Assume that the flexural rigidity (EI) is constant. **Beam Diagram Description:** - The beam is fixed at point A and simply supported at points B and C. - The total span of the beam is 20 meters, divided into two segments: 8 meters from A to B and 12 meters from B to C. - There is a uniform distributed load (UDL) of 5 kN/m acting over the entire length of the beam. - There is a concentrated point load of 40 kN applied 8 meters from point A. The solution should accurately reflect these conditions, detailing reactions at supports, shear forces, bending moments, and points of inflection on the beam.
Transcribed Image Text:**Problem-2** Use the moment distribution method to solve the following problem: 1. **Find the reactions** at the supports. 2. **Draw the shear and moment diagrams**, highlighting the maximum values in each span. 3. **Indicate the points of inflection** on the diagrams. Assume that the flexural rigidity (EI) is constant. **Beam Diagram Description:** - The beam is fixed at point A and simply supported at points B and C. - The total span of the beam is 20 meters, divided into two segments: 8 meters from A to B and 12 meters from B to C. - There is a uniform distributed load (UDL) of 5 kN/m acting over the entire length of the beam. - There is a concentrated point load of 40 kN applied 8 meters from point A. The solution should accurately reflect these conditions, detailing reactions at supports, shear forces, bending moments, and points of inflection on the beam.
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