11. |
Which of the following load combination is not considered for design of roof trusses?
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Answer:
Option (c) |
12. |
The economic spacing of roof truss depends on
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Answer:
Option (b) |
13. |
Which of the following is true for economic spacing?
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Answer:
Option (d) |
14. |
Allowable deflection for Purlin sections supporting Galvanised Iron sheets is _______
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Answer:
Option (a) |
15. |
Allowable deflection for Purlin sections supporting Asbestos Cement sheets is _______
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Answer:
Option (b) |
16. |
Allowable deflection for Truss supporting Galvanised Iron sheets is _______
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Answer:
Option (c) |
17. |
Allowable deflection for Truss supporting Asbestos Cement sheets is _______
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Answer:
Option (d) |
18. |
A tension member, if subjected to possible reversal of stress due to wind, the slenderness ratio of the member should not exceed ________
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Answer:
Option (a) |
19. |
Gantry girders are designed to resist
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Answer:
Option (c) |
20. |
Which of the following is correct regarding gantry girders?
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Answer:
Option (b) |