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Forces
d1x
d1y
d2x
d2y
d3x
d3y
. T T1
dp1x
0
dp2x
0
0
0
=
d1x
d1y
d2x
d2y
d3x
d3y
0
0
0
0.00283
0
0
f1x
f1y
f2x
f2y
f3x
f3y
. KE
d1x
d1y
d2x
d2y
d3x
d3y
=
f1x
f1y
f2x
f2y
f3x
f3y
0
0
2 10³
2 10³
2 10³
2 10³
Stress in Element 1
1x . . E
L1 ( ) cos( ) 1 sin( ) 1 cos( ) 1 sin( ) 1
0
0
0
.00283
= 1x 0
Stress in Element 2
2x . . E
L2 ( ) cos( ) 2 sin( ) 2 cos( ) 2 sin( ) 2
0
.00283
0
0
= 2x 1.415 10³
Stress in Element 2
3x . . E
L3 ( ) cos( ) 3 sin( ) 3 cos( ) 3 sin( ) 3
0
0
0
0
= 3x 0

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