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RCC Structures Design

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

35
30
40
50

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RCC Structures Design
The effective width of a column strip of a flat slab, is

Diameter of the column
Half the width of the panel
Radius of the column
One-fourth the width of the panel

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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

39 cm
40 cm
38 cm
37 cm

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

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

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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

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

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RCC Structures Design
For the design of a simply supported T-beam the ratio of the effective span to the overall depth of the beam is limited to

20
10
25
15

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