QUESTION 1 (i) Starting from a free body diagram, and using the principle of equilibrium of forces and equilibrium of moments about point D, determine the reaction forces at the points of support of the loaded beam shown in Figure Q1 (ii) Use Macaulay's method to develop the general expressions for slope and deflection of the loaded beam shown in Figure Q1 (iii) Present the logic used to determine the span of the beam within which the point of maximum deflection occurs and use the equation for slope to locate this point (iv) Calculate the maximum deflection of the loaded beam El = 20 MNM² 3 kN 6 kN X A D 3 m 3 m 10 m

QUESTION 1 (i) Starting from a free body diagram, and using the principle of equilibrium of forces and equilibrium of moments about point D, determine the reaction forces at the points of support of the loaded beam shown in Figure Q1 (ii) Use Macaulay's method to develop the general expressions for slope and deflection of the loaded beam shown in Figure Q1 (iii) Present the logic used to determine the span of the beam within which the point of maximum deflection occurs and use the equation for slope to locate this point (iv) Calculate the maximum deflection of the loaded beam El = 20 MNM² 3 kN 6 kN X A D 3 m 3 m 10 m

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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