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RCC Structures Design

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

2WR²/16
Zero
WR²/16
3WR²/16

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

d + n/3
d
n
d - n/3

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

Nil
75 kg/m³
150 kg/m²
200 kg/cm²

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)
f = (P/A) + (M/6Z)
f = (P/A) + (M/Z)
f = (P/'+ (Z/M)

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H
0.7 H
0.5 H
0.3 H

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel

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