Use the double-integration method to determine the deflection at B.  (b) Use the method of Castigliano to determine the deflection at B.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4
] shown
in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a
distributed load w = 30 kN/m,
(a) Use the double-integration method to determine the deflection at B. 
(b) Use the method of Castigliano to determine the deflection at B. 

Use appropriate (SI) units as it applies (if any.)

Q-2 For the simply supported steel beam [E = 200 GPa; / = 129 x 106 mm4] shown
in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a
distributed load w = 30 kN/m,
(a) Use the double-integration method to determine the deflection at B.
(b) Use the method of Castigliano to determine the deflection at B.
%3D
%3D
P = 40 kN
y
w = 30 kN/m
А
3 m
3m
Figure Q-2
Transcribed Image Text:Q-2 For the simply supported steel beam [E = 200 GPa; / = 129 x 106 mm4] shown in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a distributed load w = 30 kN/m, (a) Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B. %3D %3D P = 40 kN y w = 30 kN/m А 3 m 3m Figure Q-2
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