Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Step 1: Given data
VIEW Step 2: Finding the support reactions
VIEW Step 3: By using Macaulay's method to writing moment expression:-
VIEW Step 4: Finding the slope and deflection equations of the given beam:-
VIEW Step 5: Finding the the constant c1,c2 by using boundary conditions:-
VIEW Step 6: Finding the location of maximum deflection at span AB (x):-
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- Determine the maximum deflection and the slope of the beam. Use double-integration method.arrow_forward(a) A hinged beam system is loaded as shown below. Determine the slope at point E and D. Also determine the deflection at D. Use Conjugate beam method. 6 kN A D E Hinge -2 m2 m2 m B 21 6 marrow_forwardUsing Moment Area Method, determine the deflection at the point of application of the concentrated load. 1200 N M=800 N.m 1 B -2m- -2m- 1m-arrow_forward
- Determine the deflection at point B (using moment area method) P = 971 N, M = 398 N-m, a = 2 m, b = 3 m, c = 3 m, I a 00 b Parrow_forwardShow solutionarrow_forwardshown For the simply supported beam loaded as determine the slope and deflection at Macaulay's point(D) using method. (E 1= 20 MN m²). (-1200) A lm 2 KN B 1.5m C 3 KN/m 3m D 10 m E 4 kN/m Farrow_forward
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