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Elemento X PZA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (Horizontal) (Vertical) Long. Real (ML) Long. Real (ML) Peso KG/ML

The document contains calculations for the horizontal and vertical measurements of various elements labeled (LI-2)1 through (LI-2)30. It lists the horizontal and vertical lengths in millimeters, calculates the total and real lengths in millimeters and meters, and uses these values to calculate the weight in kilograms for each element. It then provides subtotals and totals of the weight in tons for the elements and despatinado sections.

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Yamil Diaz Santos
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31 views10 pages

Elemento X PZA X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X (Horizontal) (Vertical) Long. Real (ML) Long. Real (ML) Peso KG/ML

The document contains calculations for the horizontal and vertical measurements of various elements labeled (LI-2)1 through (LI-2)30. It lists the horizontal and vertical lengths in millimeters, calculates the total and real lengths in millimeters and meters, and uses these values to calculate the weight in kilograms for each element. It then provides subtotals and totals of the weight in tons for the elements and despatinado sections.

Uploaded by

Yamil Diaz Santos
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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OPERACIONES

LONG. REAL = LONG. REAL x PESO


ELEMENTO (HORIZONTAL)2 + (VERTICAL)2 = (ML)
x PZA
(ML) Kg/ML
=

(LI-2)1 1.7609 + 3.8416 = 2.3669 x 1 = 2.3669 x =


(LI-2)2 1.7609 + 3.3966 = 2.2710 x 1 = 2.2710 x =
(LI-2)3 1.6848 + 2.4304 = 2.0285 x 1 = 2.0285 x =
(LI-2)4 1.6848 + 3.0345 = 2.1723 x 1 = 2.1723 x =
(LI-2)5 1.6848 + 3.8416 = 2.3508 x 1 = 2.3508 x =
(LI-2)6 1.6848 + 3.3966 = 2.2541 x 1 = 2.2541 x =
(LI-2)6A 1.2409 + 2.4304 = 1.9160 x 1 = 1.9160 x =
(LI-2)7 1.1025 + 3.8416 = 2.2235 x 6 = 13.3410 x =
(LI-2)8 1.1025 + 3.3966 = 2.1211 x 6 = 12.7266 x =
(LI-2)9 1.1004 + 3.3966 = 2.1206 x 1 = 2.1206 x =
(LI-2)10 1.1004 + 3.3966 = 2.1206 x 1 = 2.1206 x =
(LI-2)11 1.6900 + 3.3966 = 2.2553 x 1 = 2.2553 x =
(LI-2)12 1.6900 + 3.3966 = 2.2553 x 1 = 2.2553 x =
(LI-2)13 1.6900 + 3.3966 = 2.2553 x 1 = 2.2553 x =
(LI-2)14 1.6900 + 3.3966 = 2.2553 x 1 = 2.2553 x =
(LI-2)15 1.1859 + 3.3966 = 2.1406 x 1 = 2.1406 x =
9.82
(LI-2)16 1.1859 + 3.3966 = 2.1406 x 1 = 2.1406 x =
(LI-2)17 1.1707 + 3.3966 = 2.1371 x 7 = 14.9597 x =
(LI-2)18 1.1707 + 3.3966 = 2.1371 x 7 = 14.9597 x =
(LI-2)19 1.7265 + 2.1462 = 1.9679 x 1 = 1.9679 x =
(LI-2)20 1.7265 + 2.0793 = 1.9508 x 1 = 1.9508 x =
(LI-2)21 1.7609 + 3.3966 = 2.2710 x 1 = 2.2710 x =
(LI-2)22 1.7609 + 3.3966 = 2.2710 x 1 = 2.2710 x =
(LI-2)23 4.8092 + 3.8416 = 2.9412 x 2 = 5.8824 x =
(LI-2)24 4.8092 + 3.3966 = 2.8645 x 2 = 5.7290 x =
(LI-2)25 2.2141 + 3.4819 = 2.3866 x 1 = 2.3866 x =
(LI-2)26 2.2141 + 3.3966 = 2.3686 x 1 = 2.3686 x =
(LI-2)27 2.2171 + 3.4819 = 2.3872 x 1 = 2.3872 x =
(LI-2)28 2.2171 + 3.3966 = 2.3693 x 1 = 2.3693 x =
(LI-2)29 0 + 0 = 4.3738 x 2 = 8.7476 x =
(LI-2)30 0 + 0 = 1.3259 x 2 = 2.6518 x =
(LI-2)31 0 + 0 = 0.4000 x 1 = 0.4000 x =

4.6379
TOTAL = TOTAL
(kg) (TON)
23.2429 = 0.0232
22.3012 = 0.0223
19.9198 = 0.0199
21.3319 = 0.0213
23.0848 = 0.0230
22.1352 = 0.0221
18.8151 = 0.0188
131.0086 = 0.1310
124.9752 = 0.1249
20.8242 = 0.0208
20.8242 = 0.0208
22.1470 = 0.0221
22.1470 = 0.0221
22.1470 = 0.0221
22.1470 = 0.0221
21.0206 = 0.0210
21.0206 = 0.0210
146.9042 = 0.1469
146.9042 = 0.1469
19.3247 = 0.0193
19.1568 = 0.0191
22.3012 = 0.0223
22.3012 = 0.0223
57.7651 = 0.0577
56.2587 = 0.0562
23.4364 = 0.0234
23.2596 = 0.0232
23.4423 = 0.0234
23.2665 = 0.0232
85.9014 = 0.0859
26.0406 = 0.0260
3.9280 = 0.0039
TOTAL = 1.2782
DESPATIN = -0.0039
TOTAL = 1.2743
DESPATINADO
SUBTOTAL PESO TOTAL
ELEMENTO DESPATIN x CANT = (m2) x Kg/m2 x CANT = TON
(LI-2)29 102 x 69.95 x 4 = 0.0285 x x 2 = 0.0026
47.050
(LI-2)30 102 x 69.95 x 2 = 0.0142 x x 2 = 0.0013
TOTAL = 0.0039
OPERACIONES
SOPORTE ELEMENTO LONGITUD
x PZAS. = LONG. REAL
= LONG. REAL
x PESO =
(mm) (mm) (ML) Kg/ML
9 150 x 12 = 1800 = 1.8000 x =
S2
9 149 x 12 = 1788 = 1.7880 x =
S3 9 200 x 2 = 400 = 0.4000 x =
S4 9 350 x 6 = 2100 = 2.1000 x =
4.75
S5 9 250 x 5 = 1250 = 1.2500 x =
S7 9 400 x 3 = 1200 = 1.2000 x =
S9 9 250 x 3 = 750 = 0.7500 x =
DETALLE 1 9 500 x 6 = 3000 = 3.0000 x =
TOTAL = TOTAL
(kg) (TON)
8.5500 = 0.0085
8.4930 = 0.0084
1.9000 = 0.0019
9.9750 = 0.0099
5.9375 = 0.0059
5.7000 = 0.0057
3.5625 = 0.0035
14.2500 = 0.0142
TOTAL = 0.0580
DESPATIN = -0.0002
TOTAL = 0.0578
SUBTOTAL PESO TOTAL
ELEMENTO DESPATIN x CANT = (m2) x Kg/m2 x CANT = TON
S2 x x = 0.0000 x x 12 = 0.0000
39.209
0 25 x 22 x 1 = 0.0005 x x 12 = 0.0002
TOTAL = 0.0002
PESOS DE PLACAS REGLA DE TRES
NUM PLG FRAC MM KG/M2 ESPESOR kg/m2
1 0.1250 1/8 3.2 24.898 18.7 136.936
2 0.1875 3/16 4.8 37.346 PESO 146.325
3 0.2500 1/4 6.4 49.795
4 0.3125 5/16 7.9 62.244
5 0.3750 3/8 9.5 74.693
6 0.4375 7/16 11.1 87.141
7 0.5000 1/2 12.7 99.590
8 0.5625 9/16 14.3 112.039
9 0.6250 5/8 15.9 124.488
10 0.6875 11/16 17.5 136.936
11 0.7500 3/4 19.1 149.385
12 0.8125 13/16 20.6 161.834
13 0.8750 7/8 22.2 174.283
14 0.9375 15/16 23.8 186.731
15 1.0000 1 25.4 199.180
16 1.1250 1 1/8 28.6 224.078
17 1.2500 1 1/4 31.8 248.975
18 1.3750 1 3/8 34.9 273.873
19 1.5000 1 1/2 38.1 298.770
20 1.6250 1 5/8 41.3 323.668
21 1.7500 1 3/4 44.5 348.565
22 1.8750 1 7/8 47.6 373.463
23 2.0000 2 50.8 398.360
24 2.5000 2 1/2 63.5 497.950
LA DE TRES
2ES
17.5
LONGITUDES HORIZONTALES
LONGITUD TOTAL TOTAL
ELEMENTO
(mm)
- DIF =
(MM) (ML)
= (LONGITUD)2

(LI-2)1 1327 - 102 = 1225 1.3270 = 1.7609


(LI-2)2 1327 - 102 = 1225 1.3270 = 1.7609
(LI-2)3 1298 - 102 = 1196 1.2980 = 1.6848
(LI-2)4 1298 - 102 = 1196 1.2980 = 1.6848
(LI-2)5 1298 - 102 = 1196 1.2980 = 1.6848
(LI-2)6 1298 - 102 = 1196 1.2980 = 1.6848
(LI-2)6A 1114 - 103 = 1011 1.1140 = 1.2409
(LI-2)7 1050 - 102 = 948 1.0500 = 1.1025
(LI-2)8 1050 - 102 = 948 1.0500 = 1.1025
(LI-2)9 1049 - 102 = 947 1.0490 = 1.1004
(LI-2)10 1049 - 102 = 947 1.0490 = 1.1004
(LI-2)11 1300 - 102 = 1198 1.3000 = 1.6900
(LI-2)12 1300 - 102 = 1198 1.3000 = 1.6900
(LI-2)13 1300 - 102 = 1198 1.3000 = 1.6900
(LI-2)14 1300 - 102 = 1198 1.3000 = 1.6900
(LI-2)15 1089 - 102 = 987 1.0890 = 1.1859
(LI-2)16 1089 - 102 = 987 1.0890 = 1.1859
(LI-2)17 1082 - 102 = 980 1.0820 = 1.1707
(LI-2)18 1082 - 102 = 980 1.0820 = 1.1707
(LI-2)19 1314 - 102 = 1212 1.3140 = 1.7265
(LI-2)20 1314 - 102 = 1212 1.3140 = 1.7265
(LI-2)21 1327 - 102 = 1225 1.3270 = 1.7609
(LI-2)22 1327 - 102 = 1225 1.3270 = 1.7609
(LI-2)23 2193 - 102 = 2091 2.1930 = 4.8092
(LI-2)24 2193 - 102 = 2091 2.1930 = 4.8092
(LI-2)25 1488 - 102 = 1386 1.4880 = 2.2141
(LI-2)26 1488 - 102 = 1386 1.4880 = 2.2141
(LI-2)27 1489 - 102 = 1387 1.4890 = 2.2171
(LI-2)28 1489 - 102 = 1387 1.4890 = 2.2171

LONGITUDES VERTICALES
LONGITUD TOTAL TOTAL
ELEMENTO (mm) - DIF = (MM) (ML) = (LONGITUD)2

(LI-2)1 1960 - 51 = 1909 1.9600 = 3.8416


(LI-2)2 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)3 1559 - 51 = 1508 1.5590 = 2.4304
(LI-2)4 1742 - 51 = 1691 1.7420 = 3.0345
(LI-2)5 1960 - 51 = 1909 1.9600 = 3.8416
(LI-2)6 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)6A 1559 - 51 = 1508 1.5590 = 2.4304
(LI-2)7 1960 - 51 = 1909 1.9600 = 3.8416
(LI-2)8 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)9 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)10 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)11 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)12 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)13 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)14 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)15 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)16 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)17 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)18 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)19 1465 - 51 = 1414 1.4650 = 2.1462
(LI-2)20 1442 - 51 = 1391 1.4420 = 2.0793
(LI-2)21 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)22 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)23 1960 - 51 = 1909 1.9600 = 3.8416
(LI-2)24 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)25 1866 - 51 = 1815 1.8660 = 3.4819
(LI-2)26 1843 - 51 = 1792 1.8430 = 3.3966
(LI-2)27 1866 - 51 = 1815 1.8660 = 3.4819
(LI-2)28 1843 - 51 = 1792 1.8430 = 3.3966

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