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Energy Methods Tut 2012 SOLUTIONS
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Energy Methods Tut 2012 SOLUTIONS
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Malik Shehzad Hassen
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Energy Methods
Q 1) Q 1)
2
2 4 ⇒ ⇒ ,
Q 2) Q 2)
Resolve the forces to get the axial forces
2 1 2 1
Q 3)
1 2 6 2 6 For Rod AB
,
For Beam BC
Q 4)
Neglecting the Strain Energy due to shears and axial forces, Strain energy of the bar is given by
By Castigliano’s Theorem
For AB :
For BC :
2 2 ; 1 ; 2
11
cos . .
Q 5)
Curved beam loaded perpendicular to its plane ; Semi‐circular beam OAB, Angle ACO=90’ ; Radius CO=R
. . . . 11 0 . 1∅ 0 ;
Moment M at F :
Twisting Moment T at F :
NB: For any point D on portion AB With
, no contribution to
Q 6)
3
;
1
Resolve the forces to get the axial forces
21 2 2 1 5 2 2 2 6 102 3 8 6 21 4 23 18 16 23 0 ⇒
Compatibility (or BC) Q 7)
, ∈ 0, 2 1 1 ∆ 3 ∆ ⇒ ∆ ,
Compatibility (or BC)
(a)=(b)
/2 0 Q 8) Let
,
,
,
4
sin, sin 1 sin1 0 sin 0.298 . . . sin Q 9)
By Castigliano’s Theorem
0 0 1 For AB :
;
For BC :
;
;
;
1 1
1 0 2.69 2.07 5
6 1 1 0 2.07 2.57 2 0.422 ↑ & 0.145
Solving (1) & (2) simultaneously =>
5
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