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RCC Structures Design

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

3WR²/16
WR²/16
2WR²/16
5WR²/16

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r⁴) M
(5/6) (r/1 + r²) M
(5/6) (r²/1 + r³) M
(5/6) (r²/1 + r²) M

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %
4 %
6
1

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RCC Structures Design
On piles, the drop must be at least

123 cm
120 cm
80 cm
124 cm

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RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be uniform
Be zero at the centre of the foundation
Not be uniform
Be more at the edges of the foundation

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

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