- USE VIRTUAL WORK METHOD.(. Determine the slope (in degrees) and deflection at point D of the beam shown. 35 k 35 k 2.5 k/ft Hinge A B -8 ft- 16 ft- -8 ft -8 ft- = 4,000 in.4 E = constant 30,000 ksi I = 3,000 in.4

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
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2. USE VIRTUAL WORK METHOD.
Determine the slope (in degrees) and deflection at point D of the beam
shown.
35 k
35 k
2.5 k/ft
Hinge
A
B
-8 ft
-16 ft
-8 ft-
-8 ft-
1= 3,000 in.4
E = constant = 30,000 ksi
1= 4,000 in.4
%3D
Transcribed Image Text:2. USE VIRTUAL WORK METHOD. Determine the slope (in degrees) and deflection at point D of the beam shown. 35 k 35 k 2.5 k/ft Hinge A B -8 ft -16 ft -8 ft- -8 ft- 1= 3,000 in.4 E = constant = 30,000 ksi 1= 4,000 in.4 %3D
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9781337630931
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KASSIMALI, Aslam.
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