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RCC Structures Design

RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these
Semi-hemisphere
Ellipsoid
Paraboloid

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

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

T - R
R + T
R - T
√(R² + T²)

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RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

6 mm
4 mm
5 mm
7 mm

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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
K/x (1 + x/d) + bw
Kx (1 + x/l) + bw

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns monolithically built with slab
On columns
On beams

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