21. |
A is a fixed support, while B and C are roller supports. Uniformly distributed load of 2KN/m is acting on span AB. Load of 12 kN acts at a point between B and C. AB = 24m, BC = 8m. Load of 24KN acts at centre of BC.
All moment options are given in kN-M.
What will be the value of rotation at point B after solving these equations?
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Answer:
Option (c) |
22. |
A is a fixed support, while B and C are roller supports. Uniformly distributed load of 2KN/m is acting on span AB. Load of 12 kN acts at a point between B and C. AB = 24m, BC = 8m. Load of 24KN acts at centre of BC.
All moment options are given in kN-M.
What will be the value of mAB, after solving these equations?
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Answer:
Option (d) |
23. |
A is a fixed support, while B and C are roller supports. Uniformly distributed load of 2KN/m is acting on span AB. Load of 12 kN acts at a point between B and C. AB = 24m, BC = 8m. Load of 24KN acts at centre of BC.
All moment options are given in kN-M.
What will be the value of mCB, after solving these equations?
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Answer:
Option (d) |
24. |
How many unknowns are there in the above figure?
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Answer:
Option (d) |
25. |
The above structure is statically indeterminate.
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Answer:
Option (a) |
26. |
Which of the following forces can’t be chosen to be redundant?
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Answer:
Option (b) |
27. |
Δ/ bb refers to displacement cause by By.
What does first b in Δ/ bb stands for?
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Answer:
Option (b) |
28. |
According to maxwell’s theorem
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Answer:
Option (c) |
29. |
To convert indeterminate structure to a determinate structure, number of force release to be provided equals to _______
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Answer:
Option (d) |
30. |
Static Indeterminacy for pin jointed plane frame is given by ________
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Answer:
Option (a) |