Let P = 153 kN Determine the deflection at the right overhanging end using the Method of Virtual Work with the right half of the beam's length having a moment of inertia only 3/4 of the given moment of Inertia.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Thumbs-up will be given. Solve in 4 decimal places. Box the final answer. Let P = 153 kN Determine the deflection at the right overhanging end using the Method of Virtual Work with the right half of the beam's length having a moment of inertia only 3/4 of the given moment of Inertia.
Assume constant El; E = 200 GPa, 1 = 1460 x 105 mm².
1.0
B
40 kN/m
All distances are in meters.
9.0
8.0
9.0
12.0
200 kNm
D
P (in kN)
E
Transcribed Image Text:Assume constant El; E = 200 GPa, 1 = 1460 x 105 mm². 1.0 B 40 kN/m All distances are in meters. 9.0 8.0 9.0 12.0 200 kNm D P (in kN) E
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