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Civil Engineering - Structural Design Specifications

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Exercise : Structural Design Specifications - Section 1
1.
The area of the concrete in compression plus the area of reinforcement transferred on the basis of modular ratio, is called
transferred section
equivalent section
cracked section
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
2.
If D is the overall thickness of the slab, the diameter of the reinforcing bars should not exceed
Answer: Option
Explanation:
The diameter of reinforcing bars shall not exceed one eighth of the total thickness of the slab.
3.
The gap between web plates and flange plates for fillet welds should not be more than
0.5 mm
0.75 mm
1.0 mm
1.25 mm
1.5 mm
Answer: Option
Explanation:
No answer description is available. Let's discuss.
4.
A continuous beam shall be deemed to be a deep beam if the ratio of its effective span to overall depth, is
2.0
2.5
less than 2
less than 2.5
Answer: Option
Explanation:
No answer description is available. Let's discuss.
5.
The depth 'd' of webs without horizontal stiffeners and consisting of tongue plates is taken lesser than the depth of the girder between the flanges less the sum of the depth of the tongue plates, and
eight times the sum of the thickness of tongue plates
six times the sum of the thickness of tongue plates
four times the sum of the thickness of tongue plates
None of the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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