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RCC Structures Design

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.18 %
0.10 %
0.15 %
0.12 %

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

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Kept constant throughout the length
Increased at the ends
Decreased towards the centre of the beam
Increased at the centre of the beam

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

wh (1 - sin φ)/(1 + sin φ)
wh (1 - tan φ)/(1 + tan φ)
w (1 - cos φ)/h (1 + sin φ)
wh (1 - cos φ)/(1 + sin φ)

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RCC Structures Design
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least

WL/4P
WL/3P
WL/2P
WL/P

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RCC Structures Design
An R.C.C. roof slab is designed as a two way slab if

It supports live loads in both directions
The slab is discontinuous at edges
The slab is continuous over two supports
The ratio of spans in two directions is less than 2

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