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RCC Structures Design

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.1 m
4.7 m
4.0 m
4.5 m

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

One-fourth the distance of projection
0.1 L from the outer edge of column
0.1 L from the centre edge of column
Half the distance of projection

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RCC Structures Design
The toe projection of foundation slabs is taken

As one third of the base
Equal to heel slab
Below ground surface
As one sixth of overall height of the wall

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RCC Structures Design
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than

b/4
b/6
b/3
b/5

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RCC Structures Design
Piles are usually driven by

Drop hammer
All listed here
Single acting steam hammer
Diesel operated hammer

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RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth
1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth

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