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RCC Structures Design

RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Four times
Three times
Five times
Six times

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RCC Structures Design
For stairs spanning l meters longitudinally between supports at the bottom and top of a flight carrying a load w per unit horizontal area, the maximum bending moment per metre width, is

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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 interior panels without drop
L/36 for end panels without drops

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

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

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

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RCC Structures Design
An under-reinforced section means

Steel provided is insufficient
Steel provided on one face only
Steel will yield first
Steel is provided at the underside only

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