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RCC Structures Design

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8
0.7
0.9
0.6

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.3 H
0.5 H
0.4 H
0.7 H

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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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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Lever arm/(Shear force × Width)
(Shear force × Width)/Lever arm
Width/(Lever arm × Shear force)

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RCC Structures Design
The diameter of longitudinal bars of a column should never be less than

10 mm
12 mm
6 mm
8 mm

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RCC Structures Design
A part of the slab may be considered as the flange of the T-beam if

It is effectively bonded together with the beam
Flange has adequate reinforcement transverse to beam
All of the listed here
It is built integrally with the beam

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