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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

120 cm
124 cm
123 cm
80 cm

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

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RCC Structures Design
The design of a retaining wall assumes that the retained earth

Is free from moisture
Is not cohesive
Is dry
All listed here

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %
0.18 %
0.12 %
0.10 %

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Distance of the C.G. of the area from its neutral axis
Moment of the beam section about its neutral axis
Shear force
Area of the section

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RCC Structures Design
Post tensioning system

Is not economical and hence not generally used
Is economical for large spans and is adopted now a days
None of these
Was widely used in earlier days

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