Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 2
41.
For spans upto 10 m, the safe span to depth ratio for
cantilever is 7
simply supported beams is 20
continuous beams is 26
all the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.

42.
The angle of inclination of the lacing bars with axis of the member is kept between
20° and 50°
30° and 60°
40° and 70°
50° and 80°
Answer: Option
Explanation:
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43.
The distance of the critical section for shear from the periphery of the column or drop panal is at a distance (where d is effective depth of flat slab).
d
Answer: Option
Explanation:
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44.
If fck is characteristic compressive strength of concrete, the flexural and split tensile strength fcr = afck N/mm2 where the value of a is
0.4
0.5
0.6
0.7
0.8
Answer: Option
Explanation:
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45.
Pick up the correct statement from the following:
Net sectional area of a tension member is its gross area less deductions for holes
Gross diameter of the rivet hole is 1.5 mm in excess of its normal diameter if it is less than or equal to 25 mm
Gross diameter of the rivet hole is 2.0 mm in excess of its normal diameter if it is greater than 25 mm
The total deduction area for the holes is obtained by the product of the thickness and sum of the diameters of the holes in any chain across the member
All the above.
Answer: Option
Explanation:
No answer description is available. Let's discuss.