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RCC Structures Design

RCC Structures Design
A ribbed slab is provided for

A plain ceiling
Thermal insulation
All of these
Acoustic insulation

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RCC Structures Design
Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is

wh [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/(1 + sin φ)]
wh² [(1 - sin φ)/2(1 + sin φ)]
wh² [(1 - sin φ)/3(1 + sin φ)]

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RCC Structures Design
A singly reinforced concrete beam of 25 cm width and 70 cm effective depth is provided with 18.75 cm² steel. If the modular ratio (m) is 15, the depth of the neutral axis, is

35 cm
20 cm
25 cm
30 cm

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

All of the listed here
It is built integrally with the beam
Flange has adequate reinforcement transverse to beam
It is effectively bonded together with the beam

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

12 cm
10 cm
6 cm
8 cm

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RCC Structures Design
If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is

D = 0.775 √a
D = 0.0775 a
D = 0.775 a
D = 0.775 a²

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