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RCC Structures Design

RCC Structures Design
The Young's modulus of elasticity of steel, is

200 KN/mm²
250 KN/mm²
275 KN/mm²
150 KN/mm²

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RCC Structures Design
The neutral axis of a T-beam exists

At the bottom edge of the slab
All listed here
Within the flange
Below the slab

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

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

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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 maximum shear stress (qmax) in a rectangular beam is

2.0 times the average
1.75 times the average
1.25 times the average
1.50 times the average

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

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

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