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RCC Structures Design

RCC Structures Design
If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by

0.6
0.5
0.4
0.7

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

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

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RCC Structures Design
Design of R.C.C. cantilever beams, is based on the resultant force at

Fixed end
Mid span and fixed support
Free end
Mid span

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RCC Structures Design
If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is

σc(A - Asc) + m σcAsc
σc[A + (m - 1)Asc]
All listed here
σcAc + m σcAsc

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RCC Structures Design
If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment

WL/8
WL/4
WL/6
WL/2

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RCC Structures Design
An under-reinforced section means

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

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