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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
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Lever arm/(Shear force × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Shear force/(Lever arm × Width)

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RCC Structures Design
If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by

l = dt/3Sb
l = dt/4Sb
l = dt/2Sb
l = dt/Sb

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm decreases

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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

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

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RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of the same size should not be less than

2.5 diameters
3.5 diameters
3 diameters
One diameter

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