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RCC Structures Design

RCC Structures Design
The breadth of a ribbed slab containing two bars must be between

10 cm to 12 cm
12 cm to 15 cm
8 cm to 10 cm
6 cm to 7.5 cm

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

A circular curve
An elliptical curve
A parabolic curve
A straight line

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RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L + 2D/3)²
WL/12 (L - D/3)²
WL/12 (L - 2D/3)²
WL/10 (L - 2D/3)²

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RCC Structures Design
After pre-stressing process is completed, a loss of stress is due to

Shrinkage of concrete
Elastic shortening of concrete
All of the listed here
Creep of concrete

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RCC Structures Design
In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are:

6 legged
8 legged
12 legged
10 legged

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

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

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