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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.10 %
0.15 %
0.12 %
0.18 %

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Moment of the beam section about its neutral axis
Shear force
Distance of the C.G. of the area from its neutral axis
Area of the section

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RCC Structures Design
If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is

(L/2) (1 - 2/qmax)
(L/2) (1 - 3/qmax)
(L/2) (1 - 5/qmax)
(L/3) (1 - 5/qmax)

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RCC Structures Design
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is

n
d + n/3
d - n/3
d

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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

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

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
5 mm
10 mm
15 mm

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