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Civil Engineering
List of top Civil Engineering Questions
A retaining wall has a backfill of pure clay whose unconfined compressive strength is 40 kPa and unit weight 20 kN/m\(^3\). The depth of tension crack developed in the backfill is ............
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Civil Engineering
Geotechnical Engineering
If the ground water table is exactly at the base of the foundation, the maximum water table reduction factor may be ............
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Civil Engineering
Soil Mechanics
In the pile load estimation in very soft clay, the adhesion factor considered is ............
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Civil Engineering
Soil Mechanics
In a plate load test, the minimum ratio of widths of pit to plate to be maintained is .........
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Civil Engineering
Geotechnical Engineering
If the actual observed value of standard penetration resistance, N is 21 in a fine sand layer below the water table, then the corrected N value for dilatancy is ............
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Civil Engineering
Geotechnical Engineering
A soil has coefficient of uniformity of 6, particle size corresponding to 60% finer and 30% finer are respectively 0.85 and 0.35. Then the coefficient of curvature of soil is ..........
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Civil Engineering
Soil Mechanics
A layer of clay soil has saturated unit weight of 20 kN/m$^3$. Ground water table is located at ground surface and unit weight of water is 10 kN/m$^3$. If the over consolidation ratio of soil at 5 m below ground level is 2, what would be the maximum effective stress to which the soil has been subjected in its stress history?
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Civil Engineering
Soil Mechanics
A cohesionless soil sample has showed an angle of internal friction 30$^\circ$ at failure corresponding to a cell pressure of 100 kPa. The deviator stress at failure is..........
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Civil Engineering
Soil Mechanics
A point load of 400 kN is acting on the surface of the ground. The vertical stress directly below the load at 2 m depth as per the Boussinesq’s theory is .........
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Civil Engineering
Soil Mechanics
Due to capillary rise in soil, the effective stress ...........
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Civil Engineering
Soil Mechanics
A fully saturated soil has water content of 20% and specific gravity 2.5, then its porosity is ..........
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Civil Engineering
Soil Mechanics
In prestressed concrete, the primary purpose of prestressing is to ........
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Civil Engineering
Prestressed Concrete Design
The slope at the end of a simply supported beam with a central point load is .........
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Civil Engineering
Structural Analysis
How much percentage of average bond stress is increased for reinforced bars subjected to compression?
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Civil Engineering
Reinforced Concrete Beams
For a symmetrical I-section beam, the shear stress is maximum at ...........
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Civil Engineering
Structural Analysis
For a long slender column, failure is most likely to occur due to .........
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Civil Engineering
Strength of Materials
According to IS: 800-2007, the lacing bars in a steel column should resist a transverse shear equal to .........
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Civil Engineering
Structural Analysis
The moment required to rotate the near end of a prismatic beam through unit angle, without translation, the far end being fixed, is given by ........
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Civil Engineering
Beams
Most common method of prestressing used for factory production is ........
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Civil Engineering
Prestressed Concrete Design
As per IS: 456-1978, if \( L \) is the short span of slab, what would be the minimum total thickness of slab in order to meet the slab stiffness criteria?
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Civil Engineering
Reinforced Concrete Beams
M60 structural steel tube has a radius of gyration 20mm. The unbraced length up to which the tube can be used as a compression member is .........
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Civil Engineering
Structural Analysis
Bearing stiffness are provided in a plate girder to ........
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Civil Engineering
Structural Analysis
If the length of a simply supported beam carrying a concentrated load at the center is doubled, the deflection at the center will become .......
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Civil Engineering
Beams
A simply supported beam is subjected to a linearly varying load from one end to the other end. The nature of variation of shear force in the beam is ............
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Civil Engineering
Beams
A section of a shaft of diameter 100 mm is subjected to a moment of 4 kN-m and a torque of 3 kN-m. The ratio of maximum principal stress to minimum principal stress numerically is ............
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Civil Engineering
Strength of Materials
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