Deck 4: Concrete Design and Analysis
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Deck 4: Concrete Design and Analysis
1
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
A)300 cm
B)233 cm
C)176 cm
D)236 cm
A)300 cm
B)233 cm
C)176 cm
D)236 cm
176 cm
2
As the percentage of steel increases
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
Depth of neutral axis increases
3
The effective width of a column strip of a flat slab, is
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
Half the width of the panel
4
As per IS : 1343, total shrinkage for a pre-tensioned beam, is
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
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5
Based on punching shear consideration, the overall depth of a combined footing under a column A, is
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
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6
Pick up the correct statement from the following:
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
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7
In a combined footing if shear stress exceeds 5 kg/cm2 , the nominal stirrups provided are:
A)6 legged
B)8 legged
C)10 legged
D)12 legged
A)6 legged
B)8 legged
C)10 legged
D)12 legged
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8
If is weight of a retainingwall and is the horizontal earth pressure, the factor of safety against sliding, is
A)1.0
B)1.25
C)1.5
D)2.0
A)1.0
B)1.25
C)1.5
D)2.0
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9
With usual notations the depth of the neutral axis of a balanced section, is given by
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)
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10
Pick up the true statement from the following:
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
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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
A)8 cm
B)6 m
C)8 m
D)10 m
A)8 cm
B)6 m
C)8 m
D)10 m
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12
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
A)12 bardiameters
B)18 bardiameters
C)24 bardiameters
D)30 bardiameters
A)12 bardiameters
B)18 bardiameters
C)24 bardiameters
D)30 bardiameters
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13
The system in which high tensile alloy steel bars (silica manganese steel) are used as prestressing tendons, is known as
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
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14
An under-reinforced section means
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
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