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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

100 cm
75 cm
50 cm
120 cm

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

wl28
wl212
wl210
wl24

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.50 times the average
1.25 times the average
2.0 times the average
1.75 times the average

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The slab is discontinuous at edges
The ratio of spans in two directions is less than 2
The slab is continuous over two supports

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends
Kept constant throughout the length
Increased at the centre of the beam
Decreased towards the centre of the beam

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RCC Structures Design
An under-reinforced section means

Steel is provided at the underside only
Steel will yield first
Steel provided is insufficient
Steel provided on one face only

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