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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

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

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Concrete Technology and Design of Concrete Structures
If nominal shear stress tv exceeds the design shear strength of concrete xc, the nominal shear reinforcement as per IS : 456-1978 shall be provided for carrying a shear stress equal to

Tv + Tc
xv
xc

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Concrete Technology and Design of Concrete Structures
While designing the pile as a column, the end conditions are nearly

both ends fixed
both ends hinged
one end fixed and other end free
one end fixed and other end hinged

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Concrete Technology and Design of Concrete Structures
Normally prestressing wires are arranged in the

lower part of the beam
anywhere
upper part of the beam
center

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Concrete Technology and Design of Concrete Structures
The property of the ingredients to separate from each other while placing the concrete is called

bulking
compaction
shrinkage
segregation

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Concrete Technology and Design of Concrete Structures
Critical section for shear in case of flat slabs is at a distance of

at the periphery of column
d/2 from periphery of column/capital/ drop panel
effective depth of slab from periphery of column/drop panel
at the drop panel of slab

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