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RCC Structures Design

RCC Structures Design
A very comfortable type of stairs is

Open newel
Dog legged
Straight
Geometrical

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RCC Structures Design
As the percentage of steel increases

Lever arm increases
Depth of neutral axis decreases
Depth of neutral axis increases
Lever arm decreases

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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
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

Lever arm of the section
One-third lever arm of the section
One-half lever arm of the section
One and half lever arm of the section

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column
Supporting end of the column
Drop panel
Capital

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

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