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Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 3
1.
For design purpose, the moment at the support where two unequal spans or spans not equally loaded meet, is
lesser value
greater value
average of two values
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
2.
As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is
0.000011
0.000012
0.000013
0.000014
Answer: Option
Explanation:
No answer description is available. Let's discuss.
3.
When bending occurs about both axes of the member, the value of fbe in the formula |> 1 is taken
higher value
lower value
sum of the two
difference of the two.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
4.
The flat slab is a reinforced concrete slab with or without drops and is supported
on columns without column head
on columns with column head
on beams
None of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
5.
The ratio of the effective length to the least radius of gyration of a tie member of a roof truss, which gets subjected to reversal of stress shall not exceed
180
200
240
350
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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