Data Center Gravity Calculation
-
Upload
wijayanto-bekasi -
Category
Documents
-
view
221 -
download
0
Transcript of Data Center Gravity Calculation
-
7/23/2019 Data Center Gravity Calculation
1/22
W X Y
Weight( Kg )Distance (
mm )
Distance (
mm )
1 PIPE 8 "#1 111.11 700 0.7 77.8 668 51,955 1,840 143,110
2 PIPE 8 "#2 111.11 500 0.5 55.6 1,195 66,388 2,979 165,498
3 PIPE 8 "#3 111.11 355 0.355 39.4 1,195 47,136 2,195 86,580
4 PIPE 8 "#4 111.11 500 0.5 55.6 1,195 66,388 1,056 58,666
5 PIPE 8 "#5 111.11 1,034 1.034 114.9 1,195 137,291 2,712 311,576
PIPE
NO NAMAWEIGHT (
KG/M )
PANJANG (
MM )
PANJANG (
METER ) W . X W . Y
6 PIPE 8 "#6 111.11 605 0.605 67.2 1,195 80,330 1,714 115,218
7 PIPE 8 "#7 111.11 427 0.427 47.4 1,195 56,696 664 31,503
8 PIPE 8 "#8 111.11 1,000 1 111.1 1,195 132,776 243 27,000
9 PIPE 8 "#9 111.11 1,034 1.034 114.9 10,795 1,240,213 2,712 311,576
10 PIPE 8 "#10 111.11 605 0.605 67.2 10,795 725,657 1,536 103,252
11 PIPE 8 "#11 111.11 427 0.427 47.4 10,795 512,158 664 31,503
12 PIPE 8 "#12 111.11 1,000 1 111.1 10,795 1,199,432 243 27,000
13 PIPE 8 "#13 111.11 500 0.5 55.6 10,795 599,716 1,056 58,666
14 PIPE 8 "#14 111.11 355 0.355 39.4 10,795 425,799 2,195 86,580
15 PIPE 8 "#15 111.11 500 0.5 55.6 10,795 599,716 2,979 165,498
16 PIPE 6"#1 79.13 700 0.7 55.4 11,386 630,682 1,840 101,919
17 PIPE 4"#1 41 500 0.5 20.5 1,601 32,821 628 12,874
18 PIPE 4"#2 41 660 0.66 27.1 3,276 88,649 628 16,994
19 PIPE 4"#3 41 896 0.896 36.7 5,281 194,003 628 23,070
20 PIPE 4"#4 41 596 0.596 24.4 6,938 169,537 628 15,346
21 PIPE 4"#5 41 660 0.66 27.1 8,714 235,801 628 16,994
1
-
7/23/2019 Data Center Gravity Calculation
2/22
22 PIPE 4"#6 41 500 0.5 20.5 10,390 212,995 628 12,874
23 PIPE 4"#7 41 500 0.5 20.5 1,601 32,821 1,484 30,422
24 PIPE 4"#8 41 660 0.66 27.1 3,276 88,649 1,484 40,157
25 PIPE 4"#9 41 896 0.896 36.7 5,281 194,003 1,484 54,516
26 PIPE 4"#10 41 596 0.596 24.4 6,938 169,537 1,484 36,263
27 PIPE 4"#11 41 660 0.66 27.1 8,714 235,801 1,484 40,157
28 PIPE 4"#12 41 500 0.5 20.5 10,390 212,995 1,484 30,422
29 PIPE 4"#13 41 500 0.5 20.5 1,601 32,821 2,551 52,296
30 PIPE 4"#14 41 660 0.66 27.1 3,276 88,649 2,551 69,030
31 PIPE 4"#15 41 896 0.896 36.7 5,281 194,003 2,551 93,714
2 PIPE 4"#16 41 596 0.596 24.4 6,938 169,537 2,551 62,336
33 PIPE 4"#17 41 660 0.66 27.1 8,714 235,801 2,551 69,030
34 PIPE 4"#18 41 500 0.5 20.5 10,390 212,995 2,551 52,296
35 PIPE 4"#19 41 500 0.5 20.5 1,601 32,821 3,407 69,844
36 PIPE 4"#20 41 660 0.66 27.1 3,276 88,649 3,407 92,193
37 PIPE 4"#21 41 896 0.896 36.7 5,281 194,003 3,407 125,160
38 PIPE 4"#22 41 596 0.596 24.4 6,938 169,537 3,407 83,253
39 PIPE 4"#23 41 660 0.66 27.1 8,714 235,801 3,407 92,193
40 PIPE 4"#24 41 500 0.5 20.5 10,390 212,995 3,407 69,844
41 PIPE 4"#25 41 500 0.5 20.5 1,601 32,821 1,056 21,648
42 PIPE 4"#26 41 660 0.66 27.1 3,276 88,649 1,056 28,575
43 PIPE 4"#27 41 896 0.896 36.7 5,281 194,003 1,056 38,793
44 PIPE 4"#28 41 596 0.596 24.4 6,938 169,537 1,056 25,804
45 PIPE 4"#29 41 660 0.66 27.1 8,714 235,801 1,056 28,575
46 PIPE 4"#30 41 500 0.5 20.5 10,390 212,995 1,056 21,648
2
-
7/23/2019 Data Center Gravity Calculation
3/22
47 PIPE 4"#31 41 500 0.5 20.5 1,601 32,821 2,017 41,349
48 PIPE 4"#32 41 660 0.66 27.1 3,276 88,649 2,017 54,580
49 PIPE 4"#33 41 896 0.896 36.7 5,281 194,003 2,017 74,097
50 PIPE 4"#34 41 596 0.596 24.4 6,938 169,537 2,017 49,287
51 PIPE 4"#35 41 660 0.66 27.1 8,714 235,801 2,017 54,580
52 PIPE 4"#36 41 500 0.5 20.5 10,390 212,995 2,017 41,349
53 PIPE 4"#37 41 500 0.5 20.5 1,601 32,821 3,407 69,844
54 PIPE 4"#38 41 660 0.66 27.1 3,276 88,649 3,407 92,193
55 PIPE 4"#39 41 896 0.896 36.7 5,281 194,003 3,407 125,160
56 PIPE 4"#40 41 596 0.596 24.4 6,938 169,537 3,407 83,253
57 PIPE 4"#41 41 660 0.66 27.1 8,714 235,801 3,407 92,193
58 PIPE 4"#42 41 500 0.5 20.5 10,390 212,995 3,407 69,844
59 PIPE 3/4"#1 3.63 75 0.15 0.5 3,285 1,789 628 342
60 PIPE 3/4"#2 3.63 79 0.158 0.6 3,285 1,884 628 360
61 PIPE 3/4"#3 3.63 75 0.15 0.5 8,711 4,743 628 342
62 PIPE 3/4"#4 3.63 79 0.079 0.3 8,711 2,498 628 180
63 PIPE 3/4"#5 3.63 75 0.075 0.3 6,938 1,889 628 171
64 PIPE 3/4"#6 3.63 19 0.019 0.1 6,938 479 628 43
65 PIPE 3/4"#7 3.63 45 0.045 0.2 6,938 1,133 628 103
66 PIPE 3/4"#8 3.63 799 0.799 2.9 6,938 20,123 1,056 3,063
67 PIPE 3/4"#9 3.63 45 0.045 0.2 6,938 1,133 628 103
68 PIPE 3/4"#10 3.63 87 0.087 0.3 6,938 2,191 628 198
69 PIPE 3/4"#11 3.63 799 0.799 2.9 6,938 20,123 1,056 3,063
70 PIPE 3/4"#12 3.63 1,067 1.067 3.9 6,938 26,872 2,017 7,812
71 PIPE 3/4"#13 3.63 45 0.045 0.2 6,938 1,133 2,551 417
3
-
7/23/2019 Data Center Gravity Calculation
4/22
72 PIPE 3/4"#14 3.63 87 0.087 0.3 6,938 2,191 2,551 806
73 PIPE 3/4"#15 3.63 799 0.799 2.9 6,938 20,123 2,551 7,399
74 PIPE 3/4"#16 3.63 799 0.799 2.9 6,938 20,123 3,008 8,724
75 PIPE 3/4"#17 3.63 45 0.045 0.2 6,938 1,133 3,008 491
76 PIPE 3/4"#18 3.63 87 0.087 0.3 6,938 2,191 3,008 950
77 PIPE 3/4"#19 3.63 799 0.799 2.9 6,938 20,123 3,008 8,724
78 PIPE 3/4"#20 3.63 1,610 1.61 5.8 6,938 40,548 2,608 15,242
79 PIPE 3/4"#21 3.63 268 0.268 1.0 6,938 6,750 2,608 2,537
80 PIPE 3/4"#22 3.63 591 0.591 2.1 6,938 14,884 2,313 4,962
81 PIPE 3/4"#23 3.63 45 0.045 0.2 6,938 1,133 2,017 329
82 PIPE 3/4"#24 3.63 87 0.087 0.3 6,938 2,191 2,017 637
83 PIPE 3/4"#25 3.63 856 0.856 3.1 6,938 21,558 2,017 6,267
84 PIPE 3/4"#26 3.63 960 0.96 3.5 6,938 24,178 1,305 4,548
85 PIPE 3/4"#27 3.63 45 0.045 0.2 6,938 1,133 1,056 172
86 PIPE 3/4"#28 3.63 87 0.087 0.3 6,938 2,191 1,056 333
87 PIPE 3/4"#29 3.63 856 0.856 3.1 6,938 21,558 1,056 3,281
88 PIPE 3/4"#30 3.63 111 0.222 0.8 3,285 2,647 1,056 851
89 PIPE 3/4"#31 3.63 133 0.266 1.0 3,285 3,172 1,056 1,020
90 PIPE 3/4"#32 3.63 111 0.222 0.8 3,285 2,647 2,017 1,625
91 PIPE 3/4"#33 3.63 133 0.266 1.0 3,285 3,172 2,017 1,948
92 PIPE 3/4"#34 3.63 111 0.222 0.8 3,285 2,647 3,407 2,746
93 PIPE 3/4"#35 3.63 133 0.266 1.0 3,285 3,172 3,407 3,290
94 PIPE 3/4"#36 3.63 111 0.222 0.8 8,711 7,020 628 506
95 PIPE 3/4"#37 3.63 133 0.266 1.0 8,711 8,411 628 606
96 PIPE 3/4"#38 3.63 111 0.222 0.8 8,711 7,020 2,017 1,625
4
-
7/23/2019 Data Center Gravity Calculation
5/22
97 PIPE 3/4"#39 3.63 133 0.266 1.0 8,711 8,411 2,017 1,948
98 PIPE 3/4"#40 3.63 111 0.222 0.8 8,711 7,020 3,407 2,746
99 PIPE 3/4"#41 3.63 133 0.266 1.0 8,711 8,411 3,407 3,290
FLANGE4"WN SCH.160-2500#1 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#2 115.94
FITTING
1 504.1 2,388 1,203,791 628 316,575
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#3 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#4 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#5 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#6 115.94
1,484 748,084
4 504.1 7,826 3,945,087 628
5 504.1 2,388 1,203,791
2 504.1 4,164 2,099,072 628 316,575
3 504.1 7,826 3,945,087 628 316,575
316,575
5
-
7/23/2019 Data Center Gravity Calculation
6/22
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#7 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
748,084
7 504.1 7,826 3,945,087 1,484 748,084
6 504.1 4,164 2,099,072 1,484
FLANGE4"WN SCH.160-2500#8 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN SCH.160-2500#9 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#10 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#11 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
1,285,959
11 504.1 7,826 3,945,087 2,551 1,285,959
10 504.1 4,164 2,099,072 2,551
9 504.1 2,388 1,203,791 2,551 1,285,959
8 504.1 7,826 3,945,087 1,484 748,084
6
-
7/23/2019 Data Center Gravity Calculation
7/22
FLANGE4"WN S CH.160-2500#12 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#13 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
1,285,959
13 504.1 2,388 1,203,791 3,407 1,717,469
12 504.1 7,826 3,945,087 2,551
Weight Total 504.1
FLANGE4"WN S CH.160-2500#14 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#15 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#16 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#17 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
1,717,469
17 504.1 2,388 1,203,791 1,056 532,330
16 504.1 7,826 3,945,087 3,407
1,717,469
15 504.1 7,826 3,945,087 3,407 1,717,469
14 504.1 4,164 2,099,072 3,407
7
-
7/23/2019 Data Center Gravity Calculation
8/22
Weight Total 504.1
FLANGE4"WN S CH.160-2500#18 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#19 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
532,330
19 504.1 7 826 3 945 087 1 056 532 330
18 504.1 4,164 2,099,072 1,056
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#20 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#21 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#22 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#23 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
21 504.1 2,388 1,203,791 2,017 1,016,770
1,016,77022 504.1 4,164 2,099,072 2,017
532,33020 504.1 7,826 3,945,087 1,056
. , , , , ,
8
-
7/23/2019 Data Center Gravity Calculation
9/22
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#24 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#25 115.94
1,016,77024 504.1 7,826 3,945,087 2,017
. , , , , , ,
4"NB FLANGED BALL VALVE 2500#RTJ 67.38
1+1/2"UNC Stud Bolts & Nuts 539.04
Weight Total 722.36
FLANGE4"WN S CH.160-2500#26 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#27 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE4"WN S CH.160-2500#28 115.94
4"NB FLANGED BALL VALVE 2500#RTJ 320.78
1+1/2"UNC Stud Bolts & Nuts 67.38
Weight Total 504.1
FLANGE1-1/2"WN SCH.160-2500#1 22.76
1,717,469
28 504.1 7,826 3,945,087 3,407 1,717,469
27 504.1 7,826 3,945,087 3,407
2,461,081
26 504.1 4,164 2,099,072 3,407 1,717,469
25 722.36 2,388 1,724,996 3,407
9
-
7/23/2019 Data Center Gravity Calculation
10/22
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
FLANGE1-1/2"WN SCH.160-2500#2 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
48,205
30 76.76 6,145 471,690 1,484 113,912
29 76.76 6,145 471,690 628
FLANGE1-1/2"WN SCH.160-2500#3 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
FLANGE1-1/2"WN SCH.160-2500#4 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
FLANGE1-1/2"WN SCH.160-2500#5 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
FLANGE1-1/2"WN SCH.160-2500#6 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
32 76.76 6,145 471,690 3,407 261,521
31 76.76 6,145 471,690
81,059
34 76.76 6,145 471,690 2,017 154,825
33 76.76 6,145 471,690 1,056
2,551 195,815
10
-
7/23/2019 Data Center Gravity Calculation
11/22
FLANGE1-1/2"WN SCH.160-2500#7 22.76
1-1/2" CORIOLIS 2500#RTJ 40
1+1/8"UNC Stud Bolts & Nuts 14
Weight Total 76.76
36 FLANGE8"SCH.160-2500#1 233.67 156 36,453 1,840 429,953
37 FLANGE6"SCH.160-2500#1 154.3 11,803 1,821,203 1,840 283,912
38 FLANGE2"SCH.160-2500#1 16.8 5,062 85,042 628 10,550
39 FLANGE2"SCH.160-2500#2 16.8 5,062 85,042 1,484 24,931
40 FLANGE2"SCH.160-2500#3 16.8 5,062 85,042 2,551 42,857
261,52135 76.76 6,145 471,690 3,407
41 FLANGE2"SCH.160-2500#4 16.8 5,062 85,042 3,407 57,238
42 FLANGE2"SCH.160-2500#5 16.8 5,062 85,042 1,045 17,556
43 FLANGE2"SCH.160-2500#6 16.8 5,062 85,042 2,017 33,886
44 FLANGE2"SCH.160-2500#7 16.8 5,062 85,042 3,407 57,238
45 FLANGE2"SCH.160-2500#8 16.8 665 11,172 1,840 30,912
46 FLANGE2"SCH.160-2500#9 16.8 11,173 187,706 1,840 30,912
47 FLANGE1-1/2"SCH.160-2500#1 11.38 5,362 61,020 628 7,147
48 FLANGE1-1/2"SCH.160-2500#2 11.38 5,362 61,020 1,484 16,888
49 FLANGE1-1/2"SCH.160-2500#3 11.38 5,362 61,020 2,551 29,030
50 FLANGE1-1/2"SCH.160-2500#4 11.38 5,362 61,020 3,407 38,772
51 FLANGE1-1/2"SCH.160-2500#5 11.38 5,362 61,020 1,045 11,892
52 FLANGE1-1/2"SCH.160-2500#6 11.38 5,362 61,020 2,017 22,953
53 FLANGE1-1/2"SCH.160-2500#7 11.38 5,362 61,020 3,407 38,772
54 FLANGE1-1/2"SCH.160-2500#8 11.38 11,473 130,563 1,840 20,939
55 EQUAL TEE 8"SCH.160 71 1,195 84,845 1,840 130,640
56 EQUAL TEE 3/4"SCH.160#1 0.29 6,938 2,012 1,484 430
11
-
7/23/2019 Data Center Gravity Calculation
12/22
57 EQUAL TEE 3/4"SCH.160#2 0.29 6,938 2,012 2,551 740
58 EQUAL TEE 3/4"SCH.160#3 0.58 6,938 4,024 2,608 1,513
59 EQUAL TEE 3/4"SCH.160#4 0.29 6,938 2,012 2,017 585
60 RED. TEE. 8x6"SCH.160#1 52 10,795 561,340 1,840 95,680
61 RED. TEE. 8x4"SCH.160#1 44 1,195 52,580 628 27,632
62 RED. TEE. 8x4"SCH.160#2 44 1,195 52,580 1,484 65,296
63 RED. TEE. 8x4"SCH.160#3 44 1,195 52,580 2,551 112,244
64 RED. TEE. 8x4"SCH.160#4 44 1,195 52,580 3,407 149,908
65 RED. TEE. 8x4"SCH.160#5 44 10,795 474,980 628 27,632
66 RED. TEE. 8x4"SCH.160#6 44 10,795 474,980 1,484 65,296
67 RED. TEE. 8x4"SCH.160#7 44 10,795 474,980 2,551 112,244
68 RED. TEE. 8x4"SCH.160#8 44 10,795 474,980 3,407 149,908
69 RED. TEE. 8x4"SCH.160#9 44 1,195 52,580 1,056 46,464
70 RED. TEE. 8x4"SCH.160#10 44 1,195 52,580 2,017 88,748
71 RED. TEE. 8x4"SCH.160#11 44 1,195 52,580 3,407 149,908
72 RED. TEE. 8x4"SCH.160#12 44 10,795 474,980 1,056 46,464
73 RED. TEE. 8x4"SCH.160#13 44 10,795 474,980 2,017 88,748
74 RED. TEE. 8x4"SCH.160#14 44 10,795 474,980 3,407 149,908
75 WELDOLET 4"x2" 0.97 665 645 1,840 1,785
76 WELDOLET 4"x2" 0.97 5,062 4,910 628 609
77 WELDOLET 4"x2" 0.97 5,062 4,910 1,484 1,439
78 WELDOLET 4"x2" 0.97 5,062 4,910 2,551 2,474
79 WELDOLET 4"x2" 0.97 5,062 4,910 3,407 3,305
80 WELDOLET 4"x2" 0.97 5,062 4,910 1,056 1,024
81 WELDOLET 4"x2" 0.97 5,062 4,910 2,017 1,956
12
-
7/23/2019 Data Center Gravity Calculation
13/22
82 WELDOLET 4"x2" 0.97 5,062 4,910 3,407 3,305
83 WELDOLET 4"x2" 0.97 11,173 10,838 1,840 1,785
84 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 628 496
85 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 1,484 1,172
86 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 2,551 2,015
87 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 3,407 2,692
88 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 1,056 834
89 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 2,017 1,593
90 WELDOLET 4"x1-1/2" 0.79 5,362 4,236 3,407 2,692
91 WELDOLET 4"x1-1/2" 0.79 11,473 9,064 1,840 1,454
92 WELDOLET 4"x3/4" 0.32 3,285 1,051 628 201
93 WELDOLET 4"x3/4" 0.32 3,285 1,051 1,484 475
94 WELDOLET 4"x3/4" 0.32 3,285 1,051 2,551 816
95 WELDOLET 4"x3/4" 0.32 3,285 1,051 3,407 1,090
96 WELDOLET 4"x3/4" 0.32 3,285 1,051 1,056 338
97 WELDOLET 4"x3/4" 0.32 3,285 1,051 2,017 645
98 WELDOLET 4"x3/4" 0.32 3,285 1,051 3,407 1,090
99 WELDOLET 4"x3/4" 0.32 6,938 2,220 628 201
100 WELDOLET 4"x3/4" 0.32 6,938 2,220 1,484 475
101 WELDOLET 4"x3/4" 0.32 6,938 2,220 2,551 816
102 WELDOLET 4"x3/4" 0.32 6,938 2,220 3,407 1,090
103 WELDOLET 4"x3/4" 0.32 6,938 2,220 1,056 338
104 WELDOLET 4"x3/4" 0.32 6,938 2,220 2,017 645
105 WELDOLET 4"x3/4" 0.32 6,938 2,220 3,407 1,090
106 WELDOLET 4"x3/4" 0.32 8,711 2,788 628 201
13
-
7/23/2019 Data Center Gravity Calculation
14/22
107 WELDOLET 4"x3/4" 0.32 8,711 2,788 1,484 475
108 WELDOLET 4"x3/4" 0.32 8,711 2,788 2,551 816
109 WELDOLET 4"x3/4" 0.32 8,711 2,788 3,407 1,090
110 WELDOLET 4"x3/4" 0.32 8,711 2,788 1,056 338
111 WELDOLET 4"x3/4" 0.32 8,711 2,788 2,017 645
112 WELDOLET 4"x3/4" 0.32 8,711 2,788 3,407 1,090
113 CAP 8" SCH.160 40 1,195 47,800 3,627 145,080
114 CAP 8" SCH.160 40 10,795 431,800 3,627 145,080
115 ELBOW 8" BW. SCH.160 116 1,195 138,620 451 52,316
116 ELBOW 8" BW. SCH.160 116 10,795 1,252,220 451 52,316
117 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 628 314
118 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 1,484 742
119 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 2,551 1,276
120 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 3,407 1,704
121 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 1,056 528
122 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 2,017 1,009
123 ELBOW 3/4" BW. SCH.160 0.5 3,285 1,643 3,407 1,704
124 ELBOW 3/4" BW. SCH.160 0.25 6,938 1,735 628 157
125 ELBOW 3/4" BW. SCH.160 0.25 6,938 1,735 3,407 852
126 ELBOW 3/4" BW. SCH.160 0.25 6,938 1,735 2,017 504
127 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 628 314
128 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 1,484 742
129 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 2,551 1,276
130 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 3,407 1,704
131 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 1,056 528
14
-
7/23/2019 Data Center Gravity Calculation
15/22
132 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 2,017 1,009
133 ELBOW 3/4" BW. SCH.160 0.5 8,711 4,356 3,407 1,704
134 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 628 1,426
135 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 628 1,426
136 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 1,484 3,369
137 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 1,484 3,369
138 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 2,551 5,791
139 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 2,551 5,791
140 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 3,407 7,734
141 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 3,407 7,734
142 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 1,056 2,397
143 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 1,056 2,397
144 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 2,017 4,579
145 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 2,017 4,579
146 CONC. RED. 4"x1-1/2" SCH.160 2.27 5,804 13,175 3,407 7,734
147 CONC. RED. 4"x1-1/2" SCH.160 2.27 6,588 14,955 3,407 7,734
148 BALL VALVE 3/4"#1 3.2 3,285 10,512 628 2,010
149 BALL VALVE 3/4"#2 3.2 3,285 10,512 1,484 4,749
150 BALL VALVE 3/4"#3 3.2 3,285 10,512 2,551 8,163
151 BALL VALVE 3/4"#4 3.2 3,285 10,512 3,407 10,902
152 BALL VALVE 3/4"#5 3.2 3,285 10,512 1,056 3,379
153 BALL VALVE 3/4"#6 3.2 3,285 10,512 2,017 6,454
154 BALL VALVE 3/4"#7 3.2 3,285 10,512 3,407 10,902
155 BALL VALVE 3/4"#8 3.2 6,938 22,202 628 2,010
156 BALL VALVE 3/4"#9 3.2 6,938 22,202 1,484 4,749
15
-
7/23/2019 Data Center Gravity Calculation
16/22
157 BALL VALVE 3/4"#10 3.2 6,938 22,202 2,551 8,163
158 BALL VALVE 3/4"#11 3.2 6,938 22,202 3,407 10,902
159 BALL VALVE 3/4"#12 3.2 6,938 22,202 1,056 3,379
160 BALL VALVE 3/4"#13 3.2 6,938 22,202 2,017 6,454
161 BALL VALVE 3/4"#14 3.2 6,938 22,202 3,407 10,902
162 BALL VALVE 3/4"#15 3.2 8,711 27,875 628 2,010
163 BALL VALVE 3/4"#16 3.2 8,711 27,875 1,484 4,749
164 BALL VALVE 3/4"#17 3.2 8,711 27,875 2,551 8,163
165 BALL VALVE 3/4"#18 3.2 8,711 27,875 3,407 10,902
166 BALL VALVE 3/4"#19 3.2 8,711 27,875 1,056 3,379
167 BALL VALVE 3/4"#20 3.2 8,711 27,875 2,017 6,454
168 BALL VALVE 3/4"#21 3.2 8,711 27,875 3,407 10,902
169 GATE VALVE 3/4"#1 3.2 6,938 22,202 628 2,010
170 GATE VALVE 3/4"#2 3.2 6,938 22,202 1,484 4,749
171 GATE VALVE 3/4"#3 3.2 6,938 22,202 2,551 8,163
172 GATE VALVE 3/4"#4 3.2 6,938 22,202 3,407 10,902
173 GATE VALVE 3/4"#5 3.2 6,938 22,202 1,056 3,379
174 GATE VALVE 3/4"#6 3.2 6,938 22,202 2,017 6,454
175 GATE VALVE 3/4"#7 3.2 6,938 22,202 3,407 10,902
1 IWF 200 x 100 x 7 x 5,5 22.4 11,950 11.95 267.7 5,975 1,599,388 50 13,384
2 IWF 200 x 100 x 7 x 5,5 22.4 11,950 11.95 267.7 5,975 1,599,388 3,630 971,678
3 IWF 200 x 100 x 7 x 5,5 22.4 11,900 11.9 266.6 5,922 1,578,568 1,227 327,069
4 IWF 200 x 100 x 7 x 5,5 22.4 11,900 11.9 266.6 5,922 1,578,568 2,453 653,872
5 IWF 200 x 100 x 7 x 5,5 22.4 3,680 3.68 82.4 50 4,122 1,840 151,675
STEEL PROFIL
16
-
7/23/2019 Data Center Gravity Calculation
17/22
6 IWF 200 x 100 x 7 x 5,5 22.4 3,680 3.68 82.4 11,900 980,941 1,840 151,675
7 IWF 200 x 100 x 7 x 5,5 22.4 652 0.652 14.6 379 5,535 1,840 26,873
8 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 708 18,571 638 16,735
9 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 708 19,364 1,840 50,325
10 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 708 18,571 3,042 79,793
11 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 1,408 36,932 638 16,735
12 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 1,408 38,509 1,840 50,325
13 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 1,408 36,932 3,042 79,793
14 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 3,058 80,213 638 16,735
15 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 3,058 83,638 1,840 50,325
16 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 3,058 80,213 3,042 79,793
17 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 4,858 127,427 638 16,735
18 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 4,858 132,868 1,840 50,325
19 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 4,858 127,427 3,042 79,793
20 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 7,108 186,446 638 16,735
21 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 7,108 194,407 1,840 50,325
22 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 7,108 186,446 3,042 79,793
23 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 8,908 233,660 638 16,735
24 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 8,908 243,637 1,840 50,325
25 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 8,908 233,660 3,042 79,79326 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 10,608 278,252 638 16,735
27 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 10,608 290,133 1,840 50,325
28 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 10,608 278,252 3,042 79,793
29 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 11,308 296,613 638 16,735
30 IWF 200 x 100 x 7 x 5,5 22.4 1,221 1.221 27.4 11,308 309,278 1,840 50,325
17
-
7/23/2019 Data Center Gravity Calculation
18/22
31 IWF 200 x 100 x 7 x 5,5 22.4 1,171 1.171 26.2 11,308 296,613 3,042 79,793
32 H-BEAM 100 x 100 x 8 x 6@PS# 1 20.4 776 0.776 15.8 550 8,707 1,840 29,128
33 H-BEAM 100 x 100 x 8 x 6@PS# 2 20.4 4,820 4.82 98.3 1,058 104,031 1,233 121,238
34 H-BEAM 100 x 100 x 8 x 6@PS# 3 20.4 4,820 4.82 98.3 1,058 104,031 2,918 286,921
35 H-BEAM 100 x 100 x 8 x 6@PS# 4 20.4 804 0.804 16.4 3,058 50,156 578 9,480
36 H-BEAM 100 x 100 x 8 x 6@PS# 5 20.4 9,226 9.226 188.2 3,058 575,547 2,270 427,238
37 H-BEAM 100 x 100 x 8 x 6@PS# 6 20.4 804 0.804 16.4 4,858 79,679 578 9,480
38 H-BEAM 100 x 100 x 8 x 6@PS# 7 20.4 5,626 5.626 114.8 4,858 557,555 1,607 184,436
39 H-BEAM 100 x 100 x 8 x 6@PS# 8 20.4 804 0.804 16.4 4,858 79,679 2,551 41,840
40 H-BEAM 100 x 100 x 8 x 6@PS# 9 20.4 804 0.804 16.4 4,858 79,679 3,407 55,880
41 H-BEAM 100 x 100 x 8 x 6@PS# 10 20.4 804 0.804 16.4 7,108 116,583 578 9,480
42 H-BEAM 100 x 100 x 8 x 6@PS# 11 20.4 5,626 5.626 114.8 7,108 815,788 1,607 184,436
43 H-BEAM 100 x 100 x 8 x 6@PS# 12 20.4 804 0.804 16.4 7,108 116,583 2,551 41,840
44 H-BEAM 100 x 100 x 8 x 6@PS# 13 20.4 804 0.804 16.4 7,108 116,583 3,407 55,880
45 H-BEAM 100 x 100 x 8 x 6@PS# 14 20.4 804 0.804 16.4 8,908 146,105 578 9,480
46 H-BEAM 100 x 100 x 8 x 6@PS# 15 20.4 9,226 9.226 188.2 8,908 1,676,578 2,270 427,238
47 H-BEAM 100 x 100 x 8 x 6@PS# 16 20.4 4,820 4.82 98.3 10,958 1,077,478 1,297 127,531
48 H-BEAM 100 x 100 x 8 x 6@PS# 17 20.4 4,820 4.82 98.3 10,958 1,077,478 2,982 293,214
49 H-BEAM 100 x 100 x 8 x 6@PS# 18 20.4 776 0.776 15.8 11,308 179,010 1,840 29,128
50 UNP 100 x 50 x 5@SUPPORT JB 10.5 1,590 1.59 16.7 11,903 198,721 2,170 36,22851 UNP 100 x 50 x 5@SUPPORT JB 10.5 1,590 1.59 16.7 11,903 198,721 3,405 56,846
52 ANGLE 50 x 50 x 5@SUPPORT JB 3.8 3,405 3.405 12.9 11,903 154,013 2,788 36,074
53 ANGLE 50 x 50 x 5@TS# 1 3.8 250 0.25 1.0 550 523 1,665 1,582
54 ANGLE 50 x 50 x 5@TS# 2 3.8 250 0.25 1.0 663 630 1,153 1,095
55 ANGLE 50 x 50 x 5@TS# 3 3.8 250 0.25 1.0 1,058 1,005 2,998 2,848
18
-
7/23/2019 Data Center Gravity Calculation
19/22
56 ANGLE 50 x 50 x 5@TS# 4 3.8 250 0.25 1.0 3,058 2,905 453 430
57 ANGLE 50 x 50 x 5@TS# 5 3.8 500 0.5 1.9 3,058 5,810 1,165 2,214
58 ANGLE 50 x 50 x 5@TS# 6 3.8 500 0.5 1.9 3,058 5,810 3,475 6,603
59 ANGLE 50 x 50 x 5@TS# 7 3.8 250 0.25 1.0 4,858 4,615 453 430
60 ANGLE 50 x 50 x 5@TS# 8 3.8 500 0.5 1.9 4,858 9,230 1,077 2,046
61 ANGLE 50 x 50 x 5@TS# 9 3.8 500 0.5 1.9 4,858 9,230 2,137 4,060
62 ANGLE 50 x 50 x 5@TS# 10 3.8 250 0.25 1.0 4,858 4,615 2,721 2,585
63 ANGLE 50 x 50 x 5@TS# 11 3.8 250 0.25 1.0 4,858 4,615 3,237 3,075
64 ANGLE 50 x 50 x 5@TS# 12 3.8 250 0.25 1.0 7,108 6,753 453 430
65 ANGLE 50 x 50 x 5@TS# 13 3.8 500 0.5 1.9 7,108 13,505 1,077 2,046
66 ANGLE 50 x 50 x 5@TS# 14 3.8 500 0.5 1.9 7,108 13,505 2,137 4,060
67 ANGLE 50 x 50 x 5@TS# 15 3.8 250 0.25 1.0 7,108 6,753 2,721 2,585
68 ANGLE 50 x 50 x 5@TS# 16 3.8 250 0.25 1.0 8,908 8,463 453 430
69 ANGLE 50 x 50 x 5@TS# 17 3.8 500 0.5 1.9 8,908 16,925 1,165 2,214
70 ANGLE 50 x 50 x 5@TS# 18 3.8 500 0.5 1.9 8,908 16,925 3,475 6,603
71 ANGLE 50 x 50 x 5@TS# 19 3.8 250 0.25 1.0 11,383 10,814 1,217 1,156
72 ANGLE 50 x 50 x 5@TS# 20 3.8 250 0.25 1.0 11,308 10,743 3,062 2,909
73 ANGLE 50 x 50 x 5@TS# 21 3.8 250 0.25 1.0 11,308 10,743 2,015 1,914
74 UNP 100 x 50 x 5@STRINGER#1 24.5 1,800 1.8 44.1 1,498 66,062 25 1,103
75 UNP 100 x 50 x 5@STRINGER#2 24.5 1,800 1.8 44.1 3,038 133,976 25 1,10376 UNP 100 x 50 x 5@STRINGER#3 24.5 1,800 1.8 44.1 4,838 213,356 25 1,103
77 UNP 100 x 50 x 5@STRINGER#4 24.5 1,800 1.8 44.1 7,088 312,581 25 1,103
78 UNP 100 x 50 x 5@STRINGER#5 24.5 1,800 1.8 44.1 8,886 391,873 25 1,103
79 UNP 100 x 50 x 5@STRINGER#6 24.5 1,800 1.8 44.1 10,551 465,299 25 1,103
80 UNP 100 x 50 x 5@STRINGER#7 24.5 1,800 1.8 44.1 1,498 66,062 3,655 161,186
19
-
7/23/2019 Data Center Gravity Calculation
20/22
81 UNP 100 x 50 x 5@STRINGER#8 24.5 1,800 1.8 44.1 3,038 133,976 3,655 161,186
82 UNP 100 x 50 x 5@STRINGER#9 24.5 1,800 1.8 44.1 4,838 213,356 3,655 161,186
83 UNP 100 x 50 x 5@STRINGER#10 24.5 1,800 1.8 44.1 7,088 312,581 3,655 161,186
84 UNP 100 x 50 x 5@STRINGER#11 24.5 1,800 1.8 44.1 8,886 391,873 3,655 161,186
85 UNP 100 x 50 x 5@STRINGER#12 24.5 1,800 1.8 44.1 10,551 465,299 3,655 161,186
86 HOLO 50x50 @PLATFORM#1 14.5 9,103 9.103 132.0 5,999 791,829 25 3,300
87 HOLO 50x50 @PLATFORM#2 14.5 9,103 9.103 132.0 5,999 791,829 1,366 180,303
89 HOLO 50x50 @PLATFORM#3 14.5 9,103 9.103 132.0 5,999 791,829 1,970 260,027
90 HOLO 50x50 @PLATFORM#4 14.5 9,103 9.103 132.0 5,999 791,829 3,655 482,436
91 HOLO 50x50 @PLATFORM#5 14.5 1,391 1.391 20.2 1,473 29,710 696 14,038
92 HOLO 50x50 @PLATFORM#6 14.5 1,391 1.391 20.2 10,526 212,304 696 14,038
93 HOLO 50x50 @PLATFORM#7 14.5 1,735 1.735 25.2 1,473 37,057 2,813 70,768
94 HOLO 50x50 @PLATFORM#8 14.5 1,735 1.735 25.2 10,526 264,808 2,813 70,768
95 HOLO 50x50 @PLATFORM#9 14.5 1,291 1.291 18.7 2,973 55,653 696 13,029
96 HOLO 50x50 @PLATFORM#10 14.5 1,291 1.291 18.7 4,923 92,156 696 13,029
97 HOLO 50x50 @PLATFORM#11 14.5 1,291 1.291 18.7 7,026 131,523 696 13,029
98 HOLO 50x50 @PLATFORM#12 14.5 1,291 1.291 18.7 8,824 165,181 696 13,029
99 HOLO 50x50 @PLATFORM#1 14.5 1,291 1.291 18.7 8,824 165,181 2,813 52,658
100 HOLO 50x50 @PLATFORM#14 14.5 1,291 1.291 18.7 4,923 92,156 2,813 52,658
101 HOLO 50x50 @PLATFORM#15 14.5 1,291 1.291 18.7 7,026 131,523 2,813 52,658102 HOLO 50x50 @PLATFORM#16 14.5 1,291 1.291 18.7 8,824 165,181 2,813 52,658
103 PIPE & ELBOW 1-1/2 "#1 5.64 3,599 3.599 20.3 2,327 47,234 25 507
104 PIPE & ELBOW 1-1/2 "#2 5.64 5,100 5.1 28.8 5,979 171,980 25 719
105 PIPE & ELBOW 1-1/2 "#3 5.64 5,100 5.1 28.8 8,781 252,577 25 719
106 PIPE & ELBOW 1-1/2 "#4 5.64 1,231 1.231 6.9 8,781 60,965 696 4,832
20
-
7/23/2019 Data Center Gravity Calculation
21/22
107 PIPE & ELBOW 1-1/2 "#5 5.64 1,231 1.231 6.9 10,526 73,080 696 4,832
108 PIPE & ELBOW 1-1/2 "#6 5.64 5,259 5.259 29.7 3,157 93,639 3,655 108,410
109 PIPE & ELBOW 1-1/2 "#7 5.64 3,440 3.44 19.4 5,666 109,929 3,655 70,913
110 PIPE & ELBOW 1-1/2 "#8 5.64 5,100 5.1 28.8 8,918 256,517 3,655 105,132
111 PIPE & ELBOW 1-1/2 "#9 5.64 2,735 2.735 15.4 2,327 35,895 2,813 43,392
112 PIPE & ELBOW 1-1/2 "#10 5.64 2,735 2.735 15.4 10,526 162,368 2,813 43,392
113 GRATING 25 43 0.0433524 1.1 5,975 6,476 1,840 1,994
1 LADDER#1 54 3,646 196,884 25 1,350
ACCESSORIES
2 LADDER#2 54 7,266 392,364 3,795 204,930
3 BRACKET NAME PLATE 0.50 11,900 5,950 676 338
4 LIFTING LUG 16.0 3,058 48,928 50 800
5 EARTHING LUG 0.40 1,183 473 50 20
W W.X W.Y
23,713 134,657,444 47,745,974
JARAK DARI TITIK NOL
X = W.X
W
= 5,679 MM
21
-
7/23/2019 Data Center Gravity Calculation
22/22
W.Y
W
= 2,014
Y =
22