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the axial load carrying capacity of the column (in kN, up to one decimal place), is ______ (GATE-CIVIL-Engg-2018)1 AnswerThe 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 Using limit state method and neglecting the self weight of base plate and steel column, the length of a side of the base plate to be provided is (GATE-CIVIL-Engg-2018)1 AnswerThe 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).0 Answer (Gate 2018 Mechanical engineering)A steel column of rectangular section (15 mm × 10 mm) and length 1.5 m is simply supported at both ends. Assuming modulus of elasticity, E = 200 GPa for steel, the critical axial load (in kN) is ____0 AnswerA square cross-section wooden column of length 3140 mm is pinned at both ends. For the wood, Young’s modulus of elasticity is 12 GPa and allowable compressive stress is 12 MPa. The column needs to support an axial compressive load of 200 kN. Using a factor of safety of 2.0 in the computation of Euler’s buckling load, the minimum cross-sectional area (in mm2) of the column is ______0 AnswerA 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 AnswerA column of height h with a rectangular cross-section of size a×2a has a buckling load of P. If the cross-section is changed to 0.5a × 3a and its height changed to 1.5h, the buckling load of the redesigned column will be (GATE-CIVIL-Engg-2018)1 AnswerThe length of the pile required for the above design load with a factor of safety of 2.0 is (GATE-CIVIL-Engg-2018)1 AnswerThe figure shows a simply supported beam PQ of uniform flexural rigidity EI carrying two moments M and 2M. (GATE Civil engg 2018)1 AnswerAn axial compressor rotor with 50 % degree of reaction, operates with an axial velocity of 200 m/s. The absolute flow angle at the inlet of the rotor is 22o with reference to the axial direction. If the axial velocity is assumed to remain constant through the rotor, the magnitude of the relative velocity (in m/s) at the rotor exit is __________ (accurate to one decimal place). (GATE-Aerospace-Engineering-2018)1 AnswerThe minimum axial compressive load, P, required to initiate buckling for a pinned-pinned slender column with bending stiffness EI and length L is (Gate 2018 Mechanical engineering)0 AnswerT he void ratio of a soil is 0.55 at an effective normal stress of 140 kPa. The compression index of the soil is 0.25. In order to reduce the void ratio to 0.4, an increase in the magnitude of effective normal stress (in kPa, up to one decimal place) should be ______ (GATE-CIVIL-Engg-2018)1 AnswerA water sample analysis data is given below ( GATE Civil engg 2018)1 AnswerThe ultimate BOD (L0) of a wastewater sample is estimated as 87% of COD. The COD of this wastewater is 300 mg/L. (GATE Civil engg 2018)1 AnswerSO2 and CO adversely affect - gate civil 2017 1 AnswerA core cutter of 130 mm height has inner and outer diameters of 100 mm and 106 mm, respectively. The area ratio of the core cutter (in %, up to two decimal places) is ______ (GATE-CIVIL-Engg-2018)1 AnswerIn a fillet weld, the direct shear stress and bending tensile stress are 50 MPa and 150 MPa, respectively. As per IS 800: 2007, the equivalent stress (in MPa, up to two decimal places) will be ______ (GATE-CIVIL-Engg-2018)1 AnswerA 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 The ratio of the theoretical critical buckling load for a column with fixed ends to that of another column with the same dimensions and material, but with pinned ends, is equal to-Civil Engineering-gate-20121 Answer
(GATE-Civil-Engg-2018)(GATE-Chemical-Engg-2018)(ENGG-GRAPHICS-CBSE-12-2018)CE2257 STRENGTH OF MATERIALS LABORATORYCivil engineering Common for all semesterCE2306 DESIGN OF RC ELEMENTS CE2208 COMPUTER AIDED BUILDING DRAWINGBasic eletronicsCE2305 FOUNDATION ENGINEERINGGATE Civil Engineering Question Paper with Answer key 2005 download