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RCC Structures Design

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm
40 cm
20 cm
30 cm

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

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

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

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RCC Structures Design
If ‘A’ is the sectional area of a pre-stressed rectangular beam provided with a tendon pre-stressed by a force ‘P’ through its centroidal longitudinal axis, the compressive stress in concrete, is

A/P
P/2A
P/A
2A/P

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/8
WL/2
WL/4
WL/6

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is

200 cm
100 cm
150 cm
50 cm

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