Civil Engineering - Structural Design Specifications

Exercise : Structural Design Specifications - Section 1
41.
The value of fbct in the formula for calculating the thickness of a Rectangular base, according to IS : 800-1982, is
1500 kg/cm2
1650 kg/cm2
1800kg/cm2
1890 kg/cm2
Answer: Option
Explanation:
No answer description is available. Let's discuss.

42.
The slenderness ratio of single angle discontinuous struts conmected by a single rivet or bolt, shall not exceed
110
130
150
180
Answer: Option
Explanation:
No answer description is available. Let's discuss.

43.
In adverse circumtances, the reinforced concrete member immersed in sea water or subjected to sea spray, the maximum permissible cover for the reinforcing bars, should not exceed
40 mm
50 mm
60 mm
70 mm
75 mm
Answer: Option
Explanation:
No answer description is available. Let's discuss.

44.
If a column is subjected to dead load and super imposed load only, the maximum ratio should not be greater than
180
250
350
400
Answer: Option
Explanation:
No answer description is available. Let's discuss.

45.
If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsupported length should be restricted to
9.0 m
10.0 m
11.0 m
12.0 m
Answer: Option
Explanation:
No answer description is available. Let's discuss.