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RCC Structures Design

RCC Structures Design
On piles, the drop must be at least

123 cm
124 cm
120 cm
80 cm

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RCC Structures Design
If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be

8hl/p
8hp/l²
8hl/p²
8hp/l

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RCC Structures Design
A flat slab is supported

On beams and columns
On columns
On beams
On columns monolithically built with slab

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RCC Structures Design
In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of

One and half lever arm of the section
One-half lever arm of the section
Lever arm of the section
One-third lever arm of the section

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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
37 cm
38 cm
40 cm

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RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

7.5 mm
10 mm
15 mm
5 mm

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