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RCC Structures Design

RCC Structures Design
The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of

15 mm
20 mm
25 mm
10 mm

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

30
25
35
40

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RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)
f = (P/A) + (M/Z)
f = (P/'+ (Z/M)
f = (P/A) + (M/6Z)

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RCC Structures Design
Distribution of shear intensity over a rectangular section of a beam, follows:

An elliptical curve
A parabolic curve
A circular curve
A straight line

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RCC Structures Design
In a cantilever retaining wall without a heel slab

Width of the base slab is kept 0.7 time the total height of the wall
Thickness of the stem is kept same throughout
All listed here
Base slab is made 10 cm thicker than the stem

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RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

None of these
Column head
Drop panel
Capital

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