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RCC STRUCTURES DESIGN

RCC Structures Design
The width of the rib of a T-beam, is generally kept between

1/2 to 3/4 of rib depth
1/7 to 1/3 of rib depth
1/3 to 1/2 of rib depth
1/3 to 2/3 of rib depth

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RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe with stirrups and inclined bars
Is safe with stirrups
Is safe in shear
Needs revision of section

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m
4.5 m
4.1 m
4.0 m

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

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

Shear force/(Lever arm × Width)
Width/(Lever arm × Shear force)
(Shear force × Width)/Lever arm
Lever arm/(Shear force × Width)

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