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RCC Structures Design

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

190 kg/cm²
230 kg/cm²
1400 kg/cm²
260 kg/cm²

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

Mid span and fixed support
Fixed end
Free end
Mid span

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RCC Structures Design
If K is a constant depending upon the ratio of the width of the slab to its effective span l, x is the distance of the concentrated load from the nearer support, bw is the width of the area of contact of the concentrated load measured parallel to the supported edge, the effective width of the slab be is

K/x (1 + x/d) + bw
Kx (1 + x/l) + bw
Kx (1 - x/l) + bw
All listed here

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RCC Structures Design
The maximum ratio of span to depth of a slab simply supported and spanning in two directions, is

25
40
35
30

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RCC Structures Design
The pitch of the main bars in a simply supported slab, should not exceed its effective depth by

Five times
Six times
Four times
Three times

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

250 kg/cm²
150 kg/cm²
350 kg/cm²
50 kg/cm²

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