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RCC Structures Design

RCC Structures Design
The live load to be considered for an accessible roof, is

150 kg/m²
200 kg/cm²
75 kg/m³
Nil

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

mc/t = (d - n)/n
mc/t = n/(d - n)
t/mc = (d - n)/n
t/mc = (d + n)/n

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RCC Structures Design
The weight of reinforced concrete, is generally taken as

2400 kg/m³
2300 kg/m³
2200 kg/m³
2500 kg/m³

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

100 cm
150 cm
50 cm
200 cm

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RCC Structures Design
A pre-cast pile generally used, is

Square with corners chamfered
Octagonal
Square
Circular

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Is safe with stirrups and inclined members
Needs revision of the section
Safe in shear
Is safe with stirrups

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