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For a joint in a plane truss, how many independent equations of equilibrium are available?
Anonymous Quiz
7%
1
36%
2
53%
3
4%
4
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Carry Over Factor (COF) is defined as _______
Anonymous Quiz
3%
Ratio of moment to slope
54%
Ratio of applied moment to carried moment
10%
Ratio of stiffness to length
33%
Ratio of carried moment to applied moment
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In non-sway frame:
Anonymous Quiz
10%
Rotation = 0
13%
Moment = 0
6%
Load = 0
21%
Lateral displacement = 0
50%
All Above
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Distribution factor cannot be _____
Anonymous Quiz
33%
Zero
13%
0.5
25%
Less than one
29%
Greater than one
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According to Castigliano’s theorem, deflection is obtained by
Anonymous Quiz
18%
Integrating strain energy w.r.t. load
32%
Integrating load w.r.t. displacement
33%
Differentiating load w.r.t. strain energy
17%
Differentiating strain energy w.r.t. load
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Castigliano’s theorem is valid only when ______
Anonymous Quiz
4%
Material is plastic
30%
Material obeys Hooke’s law
12%
Large deformation occurs
55%
All of the above
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Betti’s theorem is also known as _____
Anonymous Quiz
8%
Energy theorem
50%
Virtual work theorem
26%
Momentum theorem
15%
Reciprocal theorem
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