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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
The slab is designed as one way if the ratio of long span to short span is

between 1.5 and 2
less than 1
greater than 2
between 1 and 1.5

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Concrete Technology and Design of Concrete Structures
Modulus of elasticity of steel as per IS : 456-1978 shall be taken as

2xl06N/cm²
200 kN/cm²
200kN/mm²
20 kN/cm²

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Concrete Technology and Design of Concrete Structures
To minimize the effect of differential settlement, the area of a footing should be designed for

Dead load + fraction of live load
Dead load + live load
Live load + fraction of dead load
Dead load only

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Concrete Technology and Design of Concrete Structures
A beam curved in plan is designed for

bending moment, shear and torsion
bending moment and shear
bending moment and torsion
shear and torsion

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Concrete Technology and Design of Concrete Structures
Ultimate strength of cold drawn high steel wires

None of these
increases with increase in diameter of bar
decreases with increase in diameter of bar
does not depend on diameter of bar

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Concrete Technology and Design of Concrete Structures
The centroid of compressive force, from the extreme compression fiber, in limit state design lies at a distance of (where xu is the depth of neutral axis at the limit state of collapse)

0.416 xu
0.446 xu
0.367 xu
0.573 xu

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