30 kN/m 15 kN-m A| ,D 5 m 3.2 m 1.8 m 10 m For AB use (bxh) 200 mm x 200 mm For BCD use (bxh) 200 mm x 300 mm E = 205 GPa %3D
30 kN/m 15 kN-m A| ,D 5 m 3.2 m 1.8 m 10 m For AB use (bxh) 200 mm x 200 mm For BCD use (bxh) 200 mm x 300 mm E = 205 GPa %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use Virtual Work Method to solve for the vertical deflection at the C in mm below. Put (-) negative sign if the deflection is downward.
THANK YOU!!
Transcribed Image Text:30 kN/m
15 kN-m
A|
B
3.2 m
5 m
-1.8 m
10 m
For AB use (bxh) 200 mm x 200 mm
For BCD use (bxh) 200 mm x 300 mm
E = 205 GPa
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