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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.5
0.4
0.7

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RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is decreased by Pe/Z
Is increased by Pe/Z
Remains unchanged
Is increased by PZ/e

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RCC Structures Design
If ‘W’ is the load on a circular slab of radius ‘R’, the maximum radial moment at the centre of the slab, is

WR²/16
2WR²/16
3WR²/16
5WR²/16

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Longitudinal central axis
Tensile reinforcement
Tensile edge

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RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg
4,120 kg
412,000 kg
None of these

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

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

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