Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B.
Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe0e6a867-be03-4d70-8ea4-f835c83e5605%2F2b67aef4-650d-443e-8dca-2ff73888e0fd%2Forb7uoj_processed.png&w=3840&q=75)
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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