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RCC Structures Design

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

wl210
wl212
wl24
wl28

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Drop panel
Capital
None of these
Column head

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RCC Structures Design
According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is

10 kg/cm²
15 kg/cm²
5 kg/cm²
20 kg/cm²

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

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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

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

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Equal to heel slab
As one sixth of overall height of the wall
Below ground surface

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