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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is

0.85 d
0.68 d
0.43 d
0.55 d

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Concrete Technology and Design of Concrete Structures
In counterfort type retaining wallsi) the vertical slab is designed as a continuous slabii) the heel slab is designed as a continuous slabiii) the vertical slab is designed as a cantileveriv) the heel slab is designed as a cantileverThe correct answer is

(iii) and (iv)
(i) and (ii)
(ii) and (iii)
(i) and (iv)

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Concrete Technology and Design of Concrete Structures
For a slab supported on its four edges with corners held down and loaded uniformly, the Marcus correction factor to the moments obtained by Grashoff Rankine’s theory

can be less than 1
can be more than 1
is always less than 1
is always greater than 1

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Concrete Technology and Design of Concrete Structures
Maximum percentage reinforcement in case of slabs is limited to

2
4
9
8

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Concrete Technology and Design of Concrete Structures
The permissible diagonal tensile stress in reinforced brick work is

about 1.0 N/mm²
about 0.1 N/mm²
0.3 N/mm² to 0.7 N/mm²
zero

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Concrete Technology and Design of Concrete Structures
For a continuous slab of 3 m x 3.5 m size, the minimum overall depth of slab to satisfy vertical deflection limits is

50 mm
100 mm
75 mm
120 mm

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