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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.10 %
0.18 %
0.12 %

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RCC Structures Design
If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is

3WR²/16
WR²/16
2WR²/16
None of these

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RCC Structures Design
As per I.S. 456 - 1978, the pH value of water shall be

Less than 6
Equal to 6
Equal to 7
Not less than 6

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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
25 mm
10 mm

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RCC Structures Design
Lapped splices in tensile reinforcement are generally not used for bars of size larger than

24 mm diameter
36 mm diameter
30 mm diameter
18 mm diameter

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (P/A) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/'+ (Z/M)
f = (A/P) + (M/Z)

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