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RCC Structures Design

RCC Structures Design
Cantilever retaining walls can safely be used for a height not more than

4 m
6 m
5 m
3 m

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

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

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

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RCC Structures Design
If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is

2800/C
2800/C²
2300/2C
2800/3C

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RCC Structures Design
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is

Zero
WR²/16
3WR²/16
2WR²/16

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

Capital
Drop panel
Column head
None of these

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