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RCC Structures Design

RCC Structures Design
The minimum head room over a stair must be

205 cm
230 cm
200 cm
210 cm

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RCC Structures Design
Dimensions of a beam need be changed if the shear stress is more than

15 kg/cm²
10 kg/cm²
25 kg/cm²
20 kg/cm²

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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

38 d
28 d
48 d
58 d

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RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.796 %
0.496 %
0.696 %
0.596 %

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

2WR²/16
3WR²/16
5WR²/16
WR²/16

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RCC Structures Design
In a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

Economic section
Critical section
Under-reinforced section
Over reinforced section

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