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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.5
0.7
0.4

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

300 kg/cm²
400 kg/cm²
100 kg/cm²
200 kg/cm²

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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
30 mm diameter
18 mm diameter
36 mm diameter

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-half lever arm of the section
One-third lever arm of the section
One and half lever arm of the section

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

100 cm
200 cm
300 cm
150 cm

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

0.10 %
0.18 %
0.12 %
0.15 %

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