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RCC Structures Design

RCC Structures Design
For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is

8.5
7.5
5.8
0.87

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

All listed here
Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
K/x (1 + x/d) + bw

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
Lee-McCall system
C.L. standard system
Magnel-Blaton system

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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

wl212
wl210
wl24
wl28

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RCC Structures Design
A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds

25
10
20
15

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/P
WL/3P
WL/2P
WL/4P

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