KWA RANKLIST 2

 1 10 / 10 Silvia 

2 10 / 10 Aparna

3 10 / 10 Alfiya Rafi

4 8 / 10 Chithra K G

5 6 / 10 .

6 6 / 10 Priji

7 6 / 10 remya basanth

8 5 / 10 sha

9 5 / 10 Anuuuuui

10 5 / 10 Sanjana

11 5 / 10 Ash

12 5 / 10 Zayan

13 4 / 10 Parvathi

14 4 / 10 Moni

15 4 / 10 Vishnu Prasad

16 4 / 10 Aathira

17 4 / 10 Nikhil

18 4 / 10 Sebin

19 4 / 10 Koshy

20 4 / 10 Vijeesh

21 4 / 10 Jins 

22 4 / 10 Nejuma

23 4 / 10 Dulquer Salman

24 4 / 10 Saavi

25 3 / 10 Jan

26 3 / 10 Shameeem

27 3 / 10 Zehmat

28 3 / 10 Ab

29 3 / 10 Vijeeshma u 

30 3 / 10 Sreelakshmi MB

31 3 / 10 ASWATHIRb

32 3 / 10 Anjali

33 3 / 10 A

34 3 / 10 Sreechithira RS

35 3 / 10 Soumya avind

36 3 / 10 Samitha

37 3 / 10 ✌

38 2 / 10 Amal

39 2 / 10 anjuu

40 2 / 10 Manu

41 2 / 10 Renjith

42 2 / 10 Malu

43 2 / 10 Mohamed Hafeez

44 2 / 10 Shilpa chandran 

45 2 / 10 Sreekutty 

46 2 / 10 Hh

47 2 / 10 ALFIYA M A

48 2 / 10 Sreekutty

49 2 / 10 Vb

50 2 / 10 S

51 2 / 10 Lucifer

52 1 / 10 Deepa K

53 1 / 10 preetha l

54 1 / 10 V

55 1 / 10 Arjun premachandran

56 1 / 10 Sreejith

57 1 / 10 Gokul

58 1 / 10 Hisana

59 0 / 10 Jayalekshmi R 

60 0 / 10 An

61 0 / 10 Afnitha

62 0 / 10 Chithra V

63 0 / 10 K

Comments

Post a Comment

Popular posts from this blog

UNITS OF MEASUREMENTS, PAINTING COEFFICIENT, OUT TURN, QUANTITY CALCULATION

Image
  DEDUCTION  • MASONRY : < 0.1 m2 - no deduction  • PLASTERING :  < 0.5 m2 - no deduction  0.5 - 3 m2 - one side deduction  > 3 - both side deduction  • End of beams, rafters, purlins < 0.05 m2 - no deduction  • Bearing of floors, roof slabs etc. - no deduction DIGREE OF ACCURACY  • Volume - 0.01 m3  • Area - 0.01 m2  • Dimension - 0.01 m  • Weight - 1kg  QUANTITY CALCULATION  PCC  • Maximum size of aggregate 40 mm  • For 1 m3 PCC - 0.95 m3 coarse aggregate is required  RCC  • Maximum size of aggregate 20 mm  • For 1m3 RCC - 0.90 m3 coarse aggregate is require  RCC For 1:1.5:3  Wt of cement = (1/3) x 0.90 x 1440 = 432 kg  Wt of sand = (1.5/3) x 0.90 x 1600 = 747 kg  PCC For 1:4:8  Wt of cement = (1/8) x 0.95 x 1440 = 171 kg  Wt of sand = (4/8) x 0.95 x 1660 = 760 kg PLASTERING  1:3 - 0.14 m3 / 10 m2 (sand) cement = (1/3) x 0.14 x 1440 = 67 kg...
Read more

ROOF - Building Materials short notes and previous year questions

Image
ROOF • Heavy rainfall / snowfall : sloped roof  • Normal rainfall : flat roof  • Architectural : curved roof  TERMS  1. WALL PLATE : transfer load from inclined member to vertical column  2. TEMPLATE : distribute the load over a larger area  3. HIP : if external angle > 180  4. VALLEY : if external angle < 180  5. PRINCIPLE RAFTERS : carries entire load of truss or roof  6. COMMON RAFTERS : carries load of roof covering materials  7. HIP RAFTER : rafter connecting hip points  8. VALLEY RAFTER : rafter connecting Valley points  9. JACK RAFTER : rafter smaller than common rafter  10. VERGE : edge of the gable in a pitched roof  11. BARGE BOARD : wooden plank connecting eaves board and ridge KING POST TRUSS   • Span 5 - 8 m  • Pitch 30 - 40  • King post carries tension loads  • Struts carry compression loads  • Joint connecting principle rafter and king post : mortice and Tenon jo...
Read more