Question 1

In a combined footing if shear stress exceeds 5 kg/cm2 , the nominal stirrups provided are:

Accepted Answer

A) 6 legged 
B) 8 legged 
C) 10 legged 
D) 12 legged 
A) 6 legged 
B) 8 legged 
C) 10 legged 
D) 12 legged D

Question 2

As per IS : 1343, total shrinkage for a pre-tensioned beam, is

Accepted Answer

A) 3.0 × 10-2 
B) 3.0 × 10-3 
C) 3.0 × 10-5 
D) 3.5 × 10-5 
A) 3.0 × 10-2 
B) 3.0 × 10-3 
C) 3.0 × 10-5 
D) 3.5 × 10-5 D

Question 3

The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

Accepted Answer

A) 12 bardiameters 
B) 18 bardiameters 
C) 24 bardiameters 
D) 30 bardiameters 
A) 12 bardiameters 
B) 18 bardiameters 
C) 24 bardiameters 
D) 30 bardiameters C

Question 4

As the percentage of steel increases

Accepted Answer

A) Depth of neutral axis decreases 
B) Depth of neutral axis increases 
C) Lever arm increases 
D) Lever armdecreases 
A) Depth of neutral axis decreases 
B) Depth of neutral axis increases 
C) Lever arm increases 
D) Lever armdecreases

Question 5

An under-reinforced section means

Accepted Answer

A) Steel is provided at the underside only 
B) Steel provided is insufficient 
C) Steel provided on one face only 
D) Steel will yieldfirst 
A) Steel is provided at the underside only 
B) Steel provided is insufficient 
C) Steel provided on one face only 
D) Steel will yieldfirst

Question 6

If is weight of a retainingwall and is the horizontal earth pressure, the factor of safety against sliding, is

Accepted Answer

A) 1.0 
B) 1.25 
C) 1.5 
D) 2.0 
A) 1.0 
B) 1.25 
C) 1.5 
D) 2.0

Question 7

The effective width of a column strip of a flat slab, is

Accepted Answer

A) One-fourth the width of the panel 
B) Half the width of the panel 
C) Radius of the column 
D) Diameter ofthe column 
A) One-fourth the width of the panel 
B) Half the width of the panel 
C) Radius of the column 
D) Diameter ofthe column

Question 8

Pick up the true statement from the following:

Accepted Answer

A) Plain ceiling provides the best property diffusing light 
B) In the absence of beams, it is easier to installpiping 
C) In the absence of beams, it is easier topaint 
D) All the above 
A) Plain ceiling provides the best property diffusing light 
B) In the absence of beams, it is easier to installpiping 
C) In the absence of beams, it is easier topaint 
D) All the above

Question 9

Based on punching shear consideration, the overall depth of a combined footing under a column A, is

Accepted Answer

A) (Area of the column A × Safe punching stress)/Load on column A 
B) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) 
C) (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) 
D) None of these 
A) (Area of the column A × Safe punching stress)/Load on column A 
B) (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) 
C) (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) 
D) None of these

Question 10

Pick up the correct statement from the following:

Accepted Answer

A) A pile is a slender member which transfersthe load through its lower end on a strong strata 
B) A pile is a slender member which transfers its load to the surrounding soil 
C) A pile is a slender member which transfers its load by friction 
D) A pile is a cylindrical body of concrete which transfersthe load at a depth greater than its width 
A) A pile is a slender member which transfersthe load through its lower end on a strong strata 
B) A pile is a slender member which transfers its load to the surrounding soil 
C) A pile is a slender member which transfers its load by friction 
D) A pile is a cylindrical body of concrete which transfersthe load at a depth greater than its width

Question 11

If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2 , the length of the beam having nominal reinforcement, is

Accepted Answer

A) 8 cm 
B) 6 m 
C) 8 m 
D) 10 m 
A) 8 cm 
B) 6 m 
C) 8 m 
D) 10 m

Question 12

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

Accepted Answer

A) 300 cm 
B) 233 cm 
C) 176 cm 
D) 236 cm 
A) 300 cm 
B) 233 cm 
C) 176 cm 
D) 236 cm

Question 13

With usual notations the depth of the neutral axis of a balanced section, is given by

Accepted Answer

A) mc/t = (d -n)/n 
B) t/mc = (d -n)/n 
C) t/mc = (d + n)/n 
D) mc/t = n/(d - n) 
A) mc/t = (d -n)/n 
B) t/mc = (d -n)/n 
C) t/mc = (d + n)/n 
D) mc/t = n/(d - n)

Question 14

The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as

Accepted Answer

A) Freyssinet system 
B) Magnel-Blaton system 
C) C.C.L. standardsystem 
D) Lee-McCallsystem 
A) Freyssinet system 
B) Magnel-Blaton system 
C) C.C.L. standardsystem 
D) Lee-McCallsystem

In a combined footing if shear stress exceeds 5 kg/cm² , the nominal stirrups provided are:

As per IS : 1343, total shrinkage for a pre-tensioned beam, is

The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

As the percentage of steel increases

An under-reinforced section means

If is weight of a retainingwall and is the horizontal earth pressure, the factor of safety against sliding, is

The effective width of a column strip of a flat slab, is

Pick up the true statement from the following:

Based on punching shear consideration, the overall depth of a combined footing under a column A, is

Pick up the correct statement from the following:

If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm² , the length of the beam having nominal reinforcement, is

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

With usual notations the depth of the neutral axis of a balanced section, is given by

The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as

Concrete Design and Construction

Civil Engineering Design and Analysis

Design and Reinforcement of Concrete Structures

Concrete Beam and Structural Design

Concrete Design and Structural Analysis

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Exam 4: Concrete Design and Analysis

In a combined footing if shear stress exceeds 5 kg/cm2 , the nominal stirrups provided are:

As per IS : 1343, total shrinkage for a pre-tensioned beam, is

The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or

As the percentage of steel increases

An under-reinforced section means

If is weight of a retainingwall and is the horizontal earth pressure, the factor of safety against sliding, is

The effective width of a column strip of a flat slab, is

Pick up the true statement from the following:

Based on punching shear consideration, the overall depth of a combined footing under a column A, is

Pick up the correct statement from the following:

If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm2 , the length of the beam having nominal reinforcement, is

An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encasted with the floor of a hall 12 metres by 7 metres, is spaced at 3 metres from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

With usual notations the depth of the neutral axis of a balanced section, is given by

The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as

Concrete Design and Construction

Civil Engineering Design and Analysis

Design and Reinforcement of Concrete Structures

Concrete Beam and Structural Design

Concrete Design and Structural Analysis

Filters

In a combined footing if shear stress exceeds 5 kg/cm² , the nominal stirrups provided are:

If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm² , the length of the beam having nominal reinforcement, is