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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
If the permissible stress in steel in tension is 140 N/mm², then the depth of neutral axis for a singly reinforced rectangular balanced section will be

dependent on grade of concrete also
0.40 d
0.35 d
0.45 d

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Concrete Technology and Design of Concrete Structures
The main reason for providing number of reinforcing bars at a support in a simply supported beam is to resist in that zone

bond stress
compressive stress
shear stress
tensile stress

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Concrete Technology and Design of Concrete Structures
Which of the following losses of prestress occurs only in pretensioning and not in post-tensioning ?

shrinkage of concrete
elastic shortening of concrete
creep of concrete
loss due to friction

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Concrete Technology and Design of Concrete Structures
A higher modular ratio shows

higher tensile strength of steel
lower compressive strength of concrete
lower tensile strength of steel
higher compressive strength of con-crete

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Concrete Technology and Design of Concrete Structures
The design yield stress of steel according to IS: 456-1978 is (where fy is the characteristic yield strength of steel)

0.37 fy
0.67 fy
0.57 fy
0.87 fy

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Concrete Technology and Design of Concrete Structures
The individual variation between test strength of sample should not be more than

±5% of average
±20% of average
± 15% of average
± 10% of average

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