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RCC Structures Design

RCC Structures Design
The maximum ratio of span to depth of a cantilever slab, is

10
8
16
12

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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

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

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

10 cm
8 cm
12 cm
6 cm

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Increased gradually towards the edge
Decreased gradually towards the edge
Kept zero at the edge
Kept uniform throughout

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

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

All of the listed here
Stopped just below the floor level and separate lap bars provided
Continued up
Bent inward at the floor level

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