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

A. lesser value
B. greater value
C. average of two values
D. none of these.

Answer: Option C

Explanation:

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2. 

As per IS : 800-1982, the coefficient of expansion for steel per degree centigrade per unit length, is

A. 0.000011
B. 0.000012
C. 0.000013
D. 0.000014

Answer: Option B

Explanation:

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3. 

When bending occurs about both axes of the member, the value of fbe in the formula |> 1 is taken

A. higher value
B. lower value
C. sum of the two
D. difference of the two.

Answer: Option C

Explanation:

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4. 

The flat slab is a reinforced concrete slab with or without drops and is supported

A. on columns without column head
B. on columns with column head
C. on beams
D. None of these.

Answer: Option C

Explanation:

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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

A. 180
B. 200
C. 240
D. 350

Answer: Option D

Explanation:

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