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RCC Structures Design

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

14 mm
16 mm
10 mm
12 mm

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RCC Structures Design
With usual notations the depth of the neutral axis of a balanced section, is given by

t/mc = (d + n)/n
t/mc = (d - n)/n
mc/t = (d - n)/n
mc/t = n/(d - n)

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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

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

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average
2.0 times the average
1.50 times the average
1.25 times the average

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RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

[(p₁ - p₂)/2] h
(p₁ - p₂) ⅔h
[(p₁ + p₂)/2] h
[(p₁ + p₂)/4] h

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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
10 mm
20 mm
25 mm

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