**Problem-3**Use the moment distribution. Find the reactions. Draw the shear and moment diagrams, showing max values in each span. Indicate the points of inflection. The EI is constant.**Diagram:**- There is a continuous beam supported at four points: A, B, C, and D.- The span between A and B is 10 feet, between B and C is 12 feet (6 feet + 6 feet indicated by a central point load), and between C and D is 10 feet.- A uniformly distributed load of 9 kips/ft is present on the spans between A and B, and C and D.- A central point load of 20 kips is applied vertically down on the beam between B and C. The task involves:1. Calculating the reactions at the supports using moment distribution.2. Drawing shear force and bending moment diagrams.3. Indicating points of inflection where the bending moment changes sign.

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Problem-3 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. 20 kips 9 kips/ft 9 kips/ft 10'--- 6'– 6 10–.

Problem-3 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. 20 kips 9 kips/ft 9 kips/ft 10'--- 6'– 6 10–.

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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