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**A square footing (2 m x 2 m) is subjected to an inclined point load, P as shown in the figure below. The water table is located well below the base of the footing. Considering one-way eccentricity, the net safe load carrying capacity of the footing for a factor of safety of 3.0 is _______________ kN. The following factors may be used - gate civil 2017**

1 Answer

**A square footing of 4 m side is placed at 1 m depth in a sand deposit. The dry unit weight () of sand is 15 kN/m3 . This footing has an ultimate bearing capacity of 600 kPa. Consider the depth factors: dq = d = 1.0 and the bearing capacity factor: N = 18.75. This footing is placed at a depth of 2 m in the same soil deposit.**

0 Answer

**A water tank is to be constructed on the soil deposit shown in the figure below. A circular footing of diameter 3 m and depth of embedment 1 m has been designed to support the tank. The total vertical load to be taken by the footing is 1500 kN. Assume the unit weight of water as 10 kN/m3 and the load dispersion pattern as 2V:1H. The expected settlement of the tank due to primary consolidation of the clay layer is _______________ mm. - gate civil 2017**

1 Answer

**Q39 - gate civil 2017**

1 Answer

**The width of a square footing and the diameter of a circular footing are equal. If both the footings are placed on the surface of sandy soil, the ratio of the ultimate bearing capacity of circular footing to that of square footing will be (GATE-CIVIL-Engg-2018)**

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**The percent reduction in the bearing capacity of a strip footing resting on sand under flooding condition (water level at the base of the footing) when compared to the situation where the water level is at a depth much greater than the width of footing, is approximately (GATE-CIVIL-Engg-2018)**

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**The load on a RCC column is 150 kN. The soil bearing capacity is 80 kN/m2 . Assuming a factor of safety of 1.2, the side of the square column footing is _______ meter (rounded off to one decimal place).**

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**Net ultimate bearing capacity of a footing embedded in a clay stratum - gate civil 2017**

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**The live load and dead load in a three storeyed residential building, transferred through a single column, is 12 tons and 18 tons respectively. If the soil bearing capacity is 10 ton/sqm and the factor of safety is 1.5, the area of column footing is _____________ sqm (up to one decimal place). (GATE-Architecture-Planning-2018)**

2 Answer

**A 2 m × 4 m rectangular footing has to carry a uniformly distributed load of 120 kPa. As per the 2:1 dispersion method of stress distribution, the increment in vertical stress (in kPa) at a depth of 2 m below the footing is __________**

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**The length of the pile required for the above design load with a factor of safety of 2.0 is (GATE-CIVIL-Engg-2018)**

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**Four columns of a building are to be located within a plot size of 10 m x 10 m. The expected load on each column is 4000 kN. Allowable beari ng capacity of the soil deposit is 100 kN/m 2 . The type of foundation best suited is, GATE- Civil Engine**

1 Answer

**the axial load carrying capacity of the column (in kN, up to one decimal place), is ______ (GATE-CIVIL-Engg-2018)**

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**A fixed end beam is subjected to a load, W at 1/3rd span from the left support as shown in the figure. The collapse load of the beam is: - gate civil 2017**

1 Answer

**Two beams are connected by a linear spring as shown in the following figure. For a load P as shown in the figure, the percentage of the applied load P carried by the spring is _______________. - gate civil 2017**

1 Answer

**A simply supported beam ABC is subjected to load as shown in the figure. The 20 kN load is applied at point B with the help of a welded bracket as shown. The beam has a rectangular cross-section of 15 mm width and 100 mm depth as shown. The maximum transverse shear stress developed in the beam (in MPa) is ........[up to one decimal place]**

0 Answer

**A bar is subjected to a combination of a steady load of 60 kN and a load fluctuating between10 kN and 90 kN. The corrected endurance limit of the bar is 150 MPa, the yield strength of the material is 480 MPa and the ultimate strength of the material is 600 MPa. The bar cross-section is square with side a. If the factor of safety is 2, the value of a (in mm), according to the modified Goodman’s criterion, is ________ (correct to two decimal places).**

1 Answer

**A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform circular rod of diameter 10 mm as shown in the following figure. Both bars are made of same material with the modulus of elasticity, E = 2x105 MPa. When subjected to a load P = 30π kN, the deflection at point A is _______________ mm. - gate civil 2017**

1 Answer

**A timber pile of length 8 m and diameter 0.2 m is driven with a 20 kN drop hammer, falling freely from a height of 1.5 m. The total penetration of the pile in the last 5 blows is 40 mm. Use the Engineering News Record expression. Assume a factor of safety of 6 and empirical factor (allowing reduction in the theoretical set, due to energy losses) of 2.5 cm. The safe load carrying capacity of the pile (in kN, round off to 2 decimal places) is __________**

0 Answer

**The plan view at just below window-sill level, but not showing door openings- is shown - of an outpost building of, say, the Forest Department. Section AA extending just a little above ground level GL and fully below ground level is shown. The wall and first footing are of random-rubble masonry in cement mortar; and the lowest part of the foundation is of mass rubble in cement mortar. The total volume of the 40 cm deep footing for the whole building is, nearly**

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### Notes

**CE2306 DESIGN OF RC ELEMENTS**

**CE2305 FOUNDATION ENGINEERING**

**Design and Drawing of RCC Structures - CV61 VTU notes**

**CE2201 MECHANICS OF SOLIDS**

**CE2028 GROUND WATER ENGINEERING**

**ABB PAPER - 02 MAY 2004 - VADODARA**

**CE2252 STRENGTH OF MATERIALS**

**CE2307 CONCRETE AND HIGHWAY ENGINEERING LAB**

**CE 2042 STORAGE STRUCTURES**

**VTU SYLLABUS 2010 STRENGTH OF MATERIALS (COMMON TO CV/TR/EV/CTM) [10CV33] Engineering.**

## A square footing (2 m x 2 m) is subjected to an inclined point load, P as shown in the figure below. The water table is located well below the base of the footing. Considering one-way eccentricity, the net safe load carrying capacity of the footing for a factor of safety of 3.0 is _______________ kN. The following factors may be used - gate civil 2017

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