A simply supported concrete rectangular beam has across-sectional dimension of 200mm x 300mm andlength L=(3 + 21/5)m, is to be analyze in flexure, unitweight of the beam is 24kN/m^3. Concrete properties:f'c=28MPA, normal weight concrete, Es=200000MPA a. Weight of the beam in kNb. Equivalent uniformly distributed load of the beams weight in kN/m.c. Shear and Moment diagram of the beam due to self-weight, consider five points along itslength including points of support.

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a. Weight of the beam in kN b. Equivalent uniformly distributed load of the beams weight in kN/m. c. Shear and Moment diagram of the beam due to self-weight, consider five points along length including points of support.

a. Weight of the beam in kN b. Equivalent uniformly distributed load of the beams weight in kN/m. c. Shear and Moment diagram of the beam due to self-weight, consider five points along length including points of support.

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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Part I. Principle of Superposition. For the beam loaded as shown, it is required to determine the distribution of internal forces and moments on the beam. El is constant. The supports at B and Care rollers and D is pinned. 10 kN 3 kN/m 3 kN/m в A 3m 3m 3m 4 kN 1. Determine the degree of indeterminacy of this beam. 2. Solve for all the support reactions. 3. Draw the shear and bending moment diagram for the beam.
2.
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