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RCC Structures Design

RCC Structures Design
Piles are usually driven by

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

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RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

15 mm
25 mm
10 mm
20 mm

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6
0.8
0.7
0.9

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RCC Structures Design
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width

√(R² + T²)
R - T
T - R
R + T

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RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
5 m
6 m
3 m

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level
Stopped just below the floor level and separate lap bars provided
Continued up
All of the listed here

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