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RCC Structures Design

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm
4 mm
5 mm
6 mm

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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

150 cm
100 cm
50 cm
200 cm

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RCC Structures Design
Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of

Half the distance of projection
One-fourth the distance of projection
0.1 L from the outer edge of column
0.1 L from the centre edge of column

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RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

One half of the width of the stem at the bottom
One fourth of the width of the steam at the bottom
Width of the stem at the bottom
One-third of the width of the stem at the bottom

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends
To provide high bond stresses
All listed here
To overcome high bearing stresses developed at the ends

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/jdƩO
Q/2jdƩO
Q/3jdƩO
2 × Q/jdƩO

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