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RCC Structures Design

RCC Structures Design
The shear reinforcement in R.C.C. is provided to resist

Diagonal compression
Vertical shear
Diagonal tension
Horizontal shear

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

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

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm
12 mm
16 mm
14 mm

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

40
55
45
50

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RCC Structures Design
The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as

Freyssinet system
C.L. standard system
Lee-McCall system
Magnel-Blaton system

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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

50 cm
150 cm
100 cm
200 cm

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