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Concrete Technology and Design of Concrete Structures

Concrete Technology and Design of Concrete Structures
In a spherical dome the hoop stress due to a concentrated load at crown is

zero
tensile everywhere
partly compressive and partly tensile
compressive everywhere

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Concrete Technology and Design of Concrete Structures
For walls, columns and vertical faces of all structural members, the form work is generally removed after

24 to 48 hours
7 days
14 days
3 days

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Concrete Technology and Design of Concrete Structures
Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than

53 MPa and 42 MPa
42 MPa and 53 MPa
35 MPa and 42 MPa
42 MPa and 35 MPa

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Concrete Technology and Design of Concrete Structures
The temperature reinforcement in the vertical slab of a T-shaped R.C. retaining wall is

Provided more on inner face than on front face
Provided equally on inner and front faces
Not needed
Provided more on front face than on inner face

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Concrete Technology and Design of Concrete Structures
The factor of safety for

steel is lower than that for concrete
None of these
steel is higher than that for concrete
steel and concrete are same

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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

0.43 d
0.55 d
0.85 d
0.68 d

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