Problem 5. For the beam shown in the figure, determinea) slope at B,b) the reactions at the supports (points A and B),c) the maximum deflection of the beam, andd) draw the shear force and bending moment diagrams.Assume EI is constant.8 kN-1.5 mA3 m6 kN/mB

Answered: Problem 5. For the beam shown in the…

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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For the beams loaded as shown in the figure, determine the following: A Determine the reactions at the supports. B. Draw the shear and moment diagrams. ( With solution) C. Determine the qualitative deflected shape of the beam.
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Eor the continuous beam shown below, by the slope-deflection equations, determine the maximum positive bending moment in portion BC. El=constant. 28 KN/m 45 KN/m 45, KN B OD A 5 m 2 n 9 m 4 m 3 m
Situation 1: A beam whose moment of inertia is 0.0036 m4 at portion CB and E = 220 GPa is subjected to a load of intensity q = 20 kN/m and L = 6 meters. 1. If support B is removed, Calculate the deflection at point B. 2. If support B is present, Calculate the value of reaction at support B. 3. Calculate the deflection at point C if support B is present.
Q.5. For the beam shown in Figure (5), assume that El = 5x10 kN.m². Determine: a) The concentrated moment (M) required to make the slope at A equal to zero (i.e., BA= 0). b) The reactions at support B. c) The beam deflection at point A.
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Problem 5. For the beam shown in the figure, determine a) slope at B, b) the reactions at the supports (points A and B), c) the maximum deflection of the beam, and d) draw the shear force and bending moment diagrams. Assume EI is constant. 8 kN -1.5 m A 3 m 6 kN/m B