GATE 2022 | Civil Engineering Exam Date, Admit Card

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Anyone Upload questions along with answer

Correct answers in CE set 2 GATE 2018.

1. Shone, Shown.


2. Innovative.


3. Three member committee with 9 people - Ans : 84


4. non negative integers, a+b+c = ? if log a + log b + log c = 0. Ans = 3.


5. a+a+a... n times question... Ans :   a^4 * b^4.


6. A+B+C, C+D+E, E+F+G, G+H+K are equal to 13 then E =? Ans : 4.


7. Annual average rainfall, 50% into tank. Ans : 7500.


8. logP/(Y-Z) = logQ/(Z-X) = logR/(X-Y) = 10, then product PQR =? Ans : 1.


9. Manufacturing industries, loss is proportional to square of deviation. Ans : 

1600.


10. A Faulty clock gains 15 mins every 24 hours, Ans : 12:58 pm .

1.Rank of matrix 2 2. Find solution y=x^-1 3. Cable tension 125kN 4. 2tension 2zeros 1compression 5. Rotation 0.01 radians 6. Percentage of steel 0.17 7.Number of bars 5 8. Retaining wall horizontal force 45 9. Dupits theory - unconfined aquifer 10. Vm=80;km=100;v=40; than flow =? Ans;2000 11. Setting time - vicat apparatus 12. Pottasium ions- Illite 13.Which is not correct Bossinq- stratified soils 14. Pie index = 1.5cm/hr 15. Complex Eigen values and vectors 16. 1/(s-a)

Please Share civil engg morning questions wid answers..

Environment backwash wala 7 point something percent aara tha? Sulphur wala 558 tonnes/year? Soil wale me kya Kia (300-94)tanphi?? Complex Eigen value wale ka confirm kro koi Steel ka weld wala q me dono Ko square krke under root krna tha na I was getting 130 Highway ka 7.5 metre me e value 0.07 Lia haina? 0.53 m aaya height difference Chloride sulphur 1000;400 Survey me flying height wale ka 2525m Soil ke head loss wala 40cm Fluid me friction factor jo Dia tha mera head loss around 4m aaya assumed as turbulent Vehicle wala 2000 Mode is always great or than mean? Rank of matrix 2 Hydraulic gradient wale me fos. 4 Sequent depth energy same wala Dupit theory for unconfined Newton raphson wale ka 1 Phi index 1.5 Beam me effective span 3.15 Percentage steel 0.17 No of bars 5 2 members me force zero tha option c I guess Lapse rate wala option a 1234 Rutting ke lie flexible pavement wala I marked compressive stresses at subgrade BMC wala vicat apparatus Probability wala 0.5

Was there any data missing in prestress wala question?? Shift 2

Load carrying capacity of rectangular column, 'Neglect effect of eccentricity' likha tha,toh 0.45,0.75 OR 0.4, 0.67 konsa formula sahi h?

Matrix wale ka real Eigen values aaega with real vector as product of Eigen values is zero means Eigen value 0 Rahi hogi imaginary na hoke

Second shift afternoon civil ka Soil question jis mai 3 permeability coffecient .01 .003 aur .03 diya tha aur h nikalna tha . Share your 

CE Morning Qn- 1) Shrinkage Limit = 19.92% 2) Variation of q vs Speed - Linear then Parabolic 3) Delay should be Min. 4) value of y at X=1, Ans - 1/e 5) Creep 6) Soundness of cement 7) Neither Max nor Min 8) Circular/Square Footing - 3/4 9) Buckling Load - P/12 10) Area Ratio - 12.36% 11) Fillet Weld Resultant- 173.2 12) Rotation, Wz = 1.5 13) Critical Sp Energy, = 1.11 14) Bernouli - Inviside, Incompressible 15) Model Q = 0.0 something 16) Inverse of Matrix 17) Scalar Matrix, 12-12 =0 18) X nd Y beam - Y has more Flexural but X is more Ductile 19) Shear Stress at M - 0.815 20) Value of C2 = 0.7. 21) No of mu- 3* Sigma - 0. 22) Grade of Bitumen - Viscosity 23) Amount of NOx= 48,0000 24) Size of Base plate - 48. 25) Landfill MSW 27272 something.