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RCC Structures Design

RCC Structures Design
If T and R are tread and rise respectively of a stair, then

2R + T = 30
2R + T = 60
R + 2T= 30
R + 2T = 60

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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RCC Structures Design
A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is

WL²/24
WL²/16
WL/8
WL²/47

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
Q/2jdƩO
Q/jdƩO
2 × Q/jdƩO

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is decreased by Pe/Z
Is increased by PZ/e
Remains unchanged
Is increased by Pe/Z

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RCC Structures Design
The toe projection of foundation slabs is taken

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

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