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RCC Structures Design

RCC Structures Design
Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds

50 cm
75 cm
120 cm
100 cm

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Decreased towards the centre of the beam
Increased at the ends
Increased at the centre of the beam

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RCC Structures Design
As the percentage of steel increases

Lever arm decreases
Depth of neutral axis increases
Lever arm increases
Depth of neutral axis decreases

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RCC Structures Design
If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is

28 d
58 d
48 d
38 d

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on the beam subjected to a maximum bending moment ‘M’ is

f = (P/'- (Z/M)
f = (P/A) - (M/Z)
f = (P/A) - (M/6Z)
f = (A/P) - (M/Z)

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RCC Structures Design
To ensure uniform pressure distribution, the thickness of the foundation, is

Kept zero at the edge
Decreased gradually towards the edge
Kept uniform throughout
Increased gradually towards the edge

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