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RCC Structures Design

RCC Structures Design
The neutral axis of a T-beam exists

Within the flange
All listed here
At the bottom edge of the slab
Below the slab

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RCC Structures Design
The maximum diameter of a bar used in a ribbed slab, is

20 mm
6 mm
22 mm
12 mm

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

Paraboloid
Semi-hemisphere
None of these
Ellipsoid

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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

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

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RCC Structures Design
If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a

Simply supported beam
None of these
Cantilever beam
Continuous beam

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RCC Structures Design
The design of heel slab of a retaining wall is based on the maximum bending moment due to:

All listed here
Its own weight
Load of the surcharge, if any
Weight of the soil above it

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