Semester : SEMESTER 4
Subject : Structural Analysis- I
Year : 2019
Term : DECEMBER
Branch : CIVIL ENGINEERING
Scheme : 2015 Full Time
Course Code : CE 202
Page:2
D192015 Pages:4
150kN
a) Derive the expression for strain energy due to bending moment. (3)
b) Determine the deflection at the free end of the cantilever using strain energy (10)
method. Given E= 200GPa, I = 6.67 x 101117”
20kN 20kN
c) Determine degree of static and kinematic indeterminacy in the structure shown in (2)
fig. Assume all members are axially rigid.
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