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RCC Structures Design

RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
38 d
48 d
58 d

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RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
6 cm to 7.5 cm
8 cm to 10 cm

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RCC Structures Design
A very comfortable type of stairs is

Dog legged
Geometrical
Open newel
Straight

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

20 mm
15 mm
10 mm
25 mm

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RCC Structures Design
[A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by

Ultimate load method
Load factor method
Modular ratio method
None of these

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RCC Structures Design
Steel bars are generally connected together to get greater length than the standard length by providing

All listed here
Hooked splice
Dowel splice
Straight bar splice

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