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)

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)

0.367 xu

0.573 xu

0.416 xu

0.446 xu

0.367 xu

0.573 xu

0.416 xu

0.446 xu

ANSWER DOWNLOAD EXAMIANS APP

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

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

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

at the periphery of column

ANSWER DOWNLOAD EXAMIANS APP

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

42 MPa and 53 MPa

42 MPa and 35 MPa

35 MPa and 42 MPa

53 MPa and 42 MPa

42 MPa and 53 MPa

42 MPa and 35 MPa

35 MPa and 42 MPa

53 MPa and 42 MPa

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Is maximum at neutral axis

Remains same

Increases below the neutral axis and decreases above the neutral axis

Decreases below the neutral axis and increases above the neutral axis

Is maximum at neutral axis

Remains same

Increases below the neutral axis and decreases above the neutral axis

Decreases below the neutral axis and increases above the neutral axis

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

20 mm

30 mm

10 mm

15 mm

20 mm

30 mm

10 mm

15 mm

ANSWER DOWNLOAD EXAMIANS APP

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

0.3 N/mm² to 0.7 N/mm²

about 0.1 N/mm²

zero

about 1.0 N/mm²

0.3 N/mm² to 0.7 N/mm²

about 0.1 N/mm²

zero

about 1.0 N/mm²

ANSWER DOWNLOAD EXAMIANS APP

Concrete Technology and Design of Concrete Structures

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)

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

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

Concrete Technology and Design of Concrete Structures Diagonal tension in a beam

Concrete Technology and Design of Concrete Structures The minimum cover in a slab should neither be less than the diameter of bar nor less than

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

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)

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

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

Concrete Technology and Design of Concrete Structures
Diagonal tension in a beam

Concrete Technology and Design of Concrete Structures
The minimum cover in a slab should neither be less than the diameter of bar nor less than

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