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RCC Structures Design

RCC Structures Design
A pre-cast pile generally used, is

Octagonal
Circular
Square
Square with corners chamfered

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO
Q/jdƩO
Q/2jdƩO
2 × Q/jdƩO

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RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

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

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

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RCC Structures Design
If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by

M = pb (b - a)²/8
M = pb (b + a)/8
M = pb (b - a)²/4
M = pb (b + a)/8
M = pb (c - a)/4

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RCC Structures Design
In a singly reinforced beam, the effective depth is measured from its compression edge to

Neutral axis of the beam
Tensile reinforcement
Tensile edge
Longitudinal central axis

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