13k1ft 3Inertia hinge 16k 20K/st D B 1.6Inertia Ch hinge 2Inertia + 4' 6' 2' 3' 3' 5'
13k1ft 3Inertia hinge 16k 20K/st D B 1.6Inertia Ch hinge 2Inertia + 4' 6' 2' 3' 3' 5'
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Using Virtual Work Method for Beams, determine the Deflection at C-vertical.
E = 29x10^3ksi
I = 64in^4
Transcribed Image Text:13k1ft
3Inertia
hinge
16k
20K/st
D
B
1.6Inertia
Ch
hinge
2Inertia
+
4'
6'
2'
3'
3'
5'
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