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RCC Structures Design

RCC Structures Design
The steel generally used in R.C.C. work, is

Mild steel
High tension steel
Stainless
High carbon steel

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RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete only
Low strength concrete only
High strength concrete and high tensile steel
Low strength concrete but high tensile steel

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

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RCC Structures Design
If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be

15 cm
10 cm
5 cm
20 cm

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RCC Structures Design
Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at

Supports
Quarter span
Every section
Mid span

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

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