Related Questions
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4
A T-shaped retaining wall mainly consists of
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4
After casting, an ordinary cement concrete on drying
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4
According to IS: 4561978, minimum slenderness ratio for a short column is
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4
The shuttering of a hall measuring 4 m × 5 m, can be removed after
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4
An ideal ware house, is provided
A. Water proof masonry walls
C. Few windows which remain generally closed
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4
Joints in concrete structures, are provided
A. To reduce the tensile stresses likely to be developed due to evaporation of water
B. To minimise the change in the dimensions of the slab
C. To minimise the necessary cracking
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4
The minimum cover in a slab should neither be less than the diameter of bar nor less than
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4
The 28 days cube strength of mass concrete using aggregates of maximum size 5 cm for gravity dams should be
A. Between 150 to 300 kg/cm2
B. Between 350 to 600 kg/cm2
C. Between 150 to 500 kg/cm2
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4
Pick up the correct statement from the following:
A. Insufficient quantity of water makes the concrete mix harsh
B. Insufficient quantity of water makes the concrete unworkable
C. Excess quantity of water makes the concrete segregated
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4
According to ISI recommendations, the maximum depth of stress block for balanced section of a beam of effective depth d is
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4
Permissible compressive strength of M 200 concrete grade is
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4
Proper proportioning of concrete, ensures
A. Desired strength and workability
C. Water tightness of the structure
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4
In working stress design, permissible bond stress in the case of deformed bars is more than that in plain bars by
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4
The operation of removing humps and hollows of uniform concrete surface, is known as
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4
The average permissible stress in bond for plain bars in tension is
A. Increased by 10% for bars in compression
B. Increased by 25% for bars in compression
C. Decreased by 10% for bars in compression
D. Decreased by 25% for bars in compression
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4
The datum temperature for maturity by Plowman, is
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4
Sand generally contains salt if it is obtained from:
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4
Examine the following statements: (i) Factor of safety for steel should be based on its yield stress, (ii) Factor of safety for steel should be based on its ultimate stress, (iii) Factor of safety for concrete should be based on its yield stress, (iv) Factor of safety for concrete should be based on its ultimate stress. The correct statements are
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4
Maximum percentage reinforcement in case of slabs is limited to
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4
If a grading curve is horizontal between the portions of 20 mm I.S. Sieve and 4.75 mm I.S. Sieve, the graded aggregates do not contain
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4
In a counterfort retaining wall, the main reinforcement is provided on the (i) Bottom face in front counterfort (ii) Inclined face in front counterfort (iii) Bottom face in back counterfort (iv) Inclined face in back counterfort The correct answer is
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4
Pick up the correct statement from the following:
A. Lime in excess, causes the cement to expand and disintegrate
B. Silica in excess, causes the cement to set slowly
C. Alumina in excess, reduces the strength of the cement
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4
Maximum quantity of water needed per 50 kg of cement for M 15 grade of concrete is
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4
A concrete having a slump of 6.5 cm, is said to be
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4
The critical section for finding maximum bending moment for footing under masonry wall is located
A. At the middle of the wall
B. At the edge of the wall
C. Halfway between the middle and edge of the wall
D. At a distance equal to effective depth of footing from the edge of the wall
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4
Pozzolanic properties exist in
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4
If the depth of moist sand in a cylinder is 15 cm and the depth of the sand when fully inundated with water is 12 cm, the bulking of the moist sand, is
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4
Pick up the incorrect statement applicable to the field test of good cement.
A. When one thrusts one's hand into a bag of cement, one should feel warm
B. The colour of the cement is bluish
C. By rubbing cement in between fingers, one should feed rough
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4
Select the incorrect statement
A. Lean mixes bleed more as compared to rich ones.
B. Bleeding can be minimized by adding pozzolana finer aggregate
C. Bleeding can be increased by addition 'of calcium chloride
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4
The depth of footing for an isolated column is governed by (i) Maximum bending moment (ii) Shear force (iii) Punching shear The correct answer is
D. All (i), (ii) and (iii)