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RCC Structures Design

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²
150 kg/cm²
50 kg/cm²
250 kg/cm²

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RCC Structures Design
The advantage of reinforced concrete, is due to

Monolithic character
Economy because of less maintenance cost
All listed here
Fire-resisting and durability

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

K/x (1 + x/d) + bw
Kx (1 + x/l) + bw
All listed here
Kx (1 - x/l) + bw

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RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

37 cm
40 cm
39 cm
38 cm

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RCC Structures Design
The length of lap in tension reinforcement should not be less than the bar diameter × (actual tension / four times the permissible average bond stress) if it is more than

36 bar diameters
18 bar diameters
24 bar diameters
30 bar diameters

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RCC Structures Design
The minimum thickness of a flat slab is taken

All listed here
L/32 for end panels without drops
L/36 for end panels without drops
L/36 for interior panels without drop

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