1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2.

q=1,4(kN/m)

a=8(m)

El=50000(kNm2)

 

q kN/m
M.
EI
A A
11111
B
EI
q kN/m
a (m)
2a (m)
Transcribed Image Text:q kN/m M. EI A A 11111 B EI q kN/m a (m) 2a (m)
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