Problem 7.35 Use the virtual work method to determine the slope and deflection at point D of the beam shown. 35 k 2.5 k/ft Hinge A B -16 ft- -8 ft -8 ft 1= 4,000 in.+ 1= 3,000 in.4 E = constant = 30,000 ksi

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 7.35
Use the virtual work method to determine the slope and deflection at point D of the beam
shown.
35 k
2.5 k/ft
Hinge
A
B
-16 ft-
-8 ft
-8 ft-
1= 4,000 in.+
1 = 3,000 in.4
E = constant = 30,000 ksi
FIG. P7.35, P7.64
Transcribed Image Text:Problem 7.35 Use the virtual work method to determine the slope and deflection at point D of the beam shown. 35 k 2.5 k/ft Hinge A B -16 ft- -8 ft -8 ft- 1= 4,000 in.+ 1 = 3,000 in.4 E = constant = 30,000 ksi FIG. P7.35, P7.64
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