GATE 2017 Civil Engineering

what rank can be expect for 78 

Silly mistakes, shitty mistakes and shit everywhere😥😰💩...gate response sheet gives so much pain...!!

set 2 answer plzzz discuss


1:   two faced fair coin head and tail


2:  method of orientation plane table not occupy its position


3: material strain


4: rainfall intensity 3.5 & q index 1.5 cm/hr


5: pore water pressure parameter A & B


6: DIVERGENCE


7:  CHARACTERISTIC equation


8: ABtranspose


9:maximum torque


10:  u tube mercury and manometer


11:  construction of highway cut made


12:  complementary strain energy


13: diffrence of energy content  dry basis and discarded basis


14:  wall of one brick thick .........  true false wala


15:  stress path p&q


16: vertical stress increment


17:  apti bhaichung


18: apti pelling siliguri...........


Set 2 walon 60 se kaam nahi hoga, most people getting around 60-65

normalization ke baad easy paper waalo ke marks kam karte ya difficult waalo ke inc karte??? 


Some one upload forenoon session paper response sheet

Session 1: answer of sluice gate question 0.82 ?? Force time velocity question 13.5 ?? Peak of 2h UH 150 ?? NOISE EQUIVALENT? PLEASE SHARE UR ANSWERS

set 1 ke liye, answer key aaya? If yes, please post link

Set-1 -5 day BOD of C ka ans kya Hai????

Can anyone plz upload the maximum marks response sheet of session first civil engg

  Maths: 1. eigen vectors : no of independent solutions: option c

 2.euler numerical integration : error calculation : answer 8

. 3. b2-4ac in case of parabola: answer 36

 4.integration of something like e^-x-e^-x: option B

 5.differential equation dq/dt+q=1 , answer D

 6. univariate exponential and gaussian distribution?

 7. limit tanx/something (using L-hospital rule) :answer -1

 8.a+bX, calculate A and B. answer a=0.5,b=1

9. identity matrix(inverse matrix relation). option c

 

Civil 

1.Consolidated undrained calculations of angle of internal friction: comment.

 2.slope stability: angle of internal friction for given soil: 34.03

 3.liquidty index and activity calculations : -0.2,1.4

4.  fixed support beam temperature increases, increase in stress is given what will happen to stress when length is doubled.   : answer: no change

 5.traffic probability  answer:0.1353 

6.friction calculation for given H- pile: Comment

7.fluids pressure at bent:Comment

 8. network given :calculation of min. days? answer51 days 

9. e and f relations for velocity ‘0’ ,answer: e<f

10. pipe outlet: modular, semi modular comment 

 11. structure: internal and external indeterminancy for given truss , option A

 12. two hinge arch, comment 

13.Reaction at Mid support B, for given loading conditions such that rotation at B is zero . Slope deflection. 

14. fluids: shear stress variation in plates : linear and zero at centre

15. maximum moment at mid support B for given continous beam using ILD: 200

 16.airport runway length: comment

 17.match the following liquefaction ,boiling etc.: option 3 

18.surveying remote sensisng: comment

 19.Calculation of prestress loss :comment

20.strain energy for given stepped bar :answer 35

21. eulers ratio of strength of column: (free+ fixed:end+pinned) answer 8

22.bearing capacity in clay: (2+pi) 

23.slope is  :m1or m2 or s1 answer m1👍 

24.consolidation time for given clay , answer 1771 

25. calculate e when f is given.option C 

 26  BOD5 calculations for 10degree river :COmment 

27. which is not found in acid rain(acectic acid) 

28. water absorption/bulk specific gravity calculations : option A

29. Eccentric connections(net force calculations) : 6

30.hydrograph (find ordinate of 4h from 2h) : answer 15

31. hydrograph (peak ordinates of unit hydrograph from given DRH): 150

 32. surveying Edm. comment

33.westergard /boussineq : ratio of stress at 2 m and 4m. answer 2

34. settling velocity calculation. answer:0.4

35. xu limit depends on. answer: steel only

36.equivalent sound intensity 79.9

37. survey : local attraction( answer at R only) 

38. flow : head loss hf=r*1.8 , answer r=0.62

39. sluice gate.(no energy loss) : .82

40. Saturation flow and avg. delay (graphical question): comment

 41.max bending moment occurs at? option b,shear force is 0 

42. force v/s time (relation given,find velocity) answer 5.5

43. first order reaction relation option alpha=1 ,beta=0

44. For given flow DO is max at? (upstream ,downstream etc), downstream

 45. Mohr circle for hydrostatic pressure., point with radius 0 👍 

Made easy ya phir IES master iss Baar solution kyu nahi Nikal Rahi GATE 2017 k?

set 1 metro rail foundation demolishing....B or C? feedbacks...

aptitude

Is it true that most of the students of SET 2 are getting 75+ marks??

 MORNING: Koi confirm kardo yr answers.

 1.bousseniq theory 2m - 4m - ANS =4 

2.reaction rate alpha,beta first order reaction..ANS= option 3 

3. Value of support reaction at B...pls comment. 

4.discharge from sluice gate..ans is 1.085 or 0.82?‎  

How much marks are needed this year for any psu (general) please reply  so that I can plan for future preparation , Thanx in advance

Evening shift: Graph vala que.. Complementary strain energy is area under stress strain curve(according to nptel notes)...therefore 1/2*P*∆ must be divided by volume Ans = 155.42

morning:

effective angle of internal friction kya aya hai ?


Morning : 

what is outlet concentration in mg/l inlet is 54mg/l ?