K210911-b-047carro De Avance Nuevo-r2-impresion.pdf
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View K210911-b-047carro De Avance Nuevo-r2-impresion.pdf as PDF for free.
More details
- Words: 4,665
- Pages: 11
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
MP1/MP2
a b c c' c'' d d1 d' d'' e f g h i j k l m n o p q r r' r'' s s1 s2 t t' u v s s1 s' s'' x x' y a1 a2 a3
DESCRIPCION
MARCO PPAL
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
CANT
CANT
PL-1 y PL-1A
2
Plano
TOTAL PESO kg
PESO TOTAL kg
HEA240
A 572 Gr.50
6076
1
366.38
2
732.8
LAM 25
A 36
240
9626
2
453.38
4
1813.5
LAM 16
A 36
190
9626
2
229.71
4
918.9
HEA240
A 572 Gr.50
2779
1
167.57
2
335.1
HEA240
A 572 Gr.50
1140
1
68.74
2
137.5
HEA240
A 572 Gr.50
998
1
60.18
2
120.4
HEA240
A 572 Gr.50
422
1
25.45
2
50.9
IPE240
A 572 Gr.50
888
1
27.26
2
54.5
LAM 1/2"
A 36
512
582
2
29.71
4
118.8
LAM 1/2"
A 36
418
462
2
19.25
4
77.0
IPE240
A 572 Gr.50
560
1
17.19
2
34.4
IPE240
A 572 Gr.50
1038
1
31.87
2
63.7
IPE240
A 572 Gr.50
727
1
22.32
2
44.6
IPE240
A 572 Gr.50
1238
1
38.01
2
76.0
IPE240
A 572 Gr.50
893
1
27.42
2
54.8
IPE240
A 572 Gr.50
1253
1
38.47
2
76.9
IPE240
A 572 Gr.50
1060
1
32.54
2
65.1
IPE240
A 572 Gr.50
1493
1
45.84
2
91.7
IPE240
A 572 Gr.50
1227
1
37.67
2
75.3
IPE240
A 572 Gr.50
1621
1
49.76
2
99.5
IPE240
A 572 Gr.50
1597
1
49.03
2
98.1
IPE240
A 572 Gr.50
1065
1
32.70
2
65.4
IPE240
A 572 Gr.50
1350
1
41.45
2
82.9
IPE240
A 572 Gr.50
732
1
22.47
2
44.9
766
2
48.26
4
193.1
LAM 1/2"
A 36
632
LAM 1/2"
A 36
248
343
2
8.48
4
33.9
LAM 38
A 36
452
603
1
81.30
2
162.6
LAM 12
A 36
280
280
2
7.39
4
29.5
LAM 12
A 36
163
240
3
3.69
6
22.1
HEA240
A 572 Gr.50
2783
1
167.81
2
335.6
LAM 3"
A 36
190
830
1
94.33
2
188.7
LAM 12
A 36
190
560
2
10.02
4
40.1
LAM 100
A 36
188
500
4
75.27
8
602.1
A 36
240
630
1
30.15
2
60.3
180
2
0.18
4
0.7
55
300
2
0.78
4
3.1
138
1
8.78
2
17.6
453
453
2
40.92
4
163.7
LAM 1" TOR 1"x7" +TA
SAE Gr. 5
LAM 6
A 36
EJE 4"
SAE 1045
LAM 1"
A 36
LAM 1/2"
A 36
100
100
4
1.00
8
8.0
LAM 19
A 36
180
360
2
9.66
4
38.7
LAM 15
A 36
261
295
1
9.07
2
18.1
LAM 15
A 36
289
297
1
10.11
2
20.2
LAM 15
A 36
163
188
1
3.61
2
7.2
1/11
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
Soporte Base - a Soporte Base - b Soporte Medio - c
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
CANT
TOTAL PESO kg
PESO TOTAL kg
LAM 25
A 36
250
250
2
12.27
4
49.1
LAM 12
A 36
120
210
4
2.37
8
19.0
LAM 5
A 36
89
796
2
2.78
4
11.1
LAM 5
A 36
78
796
2
2.44
4
9.7
Soporte Superior - d LAM 5
A 36
113
956
2
4.24
4
17.0
LAM 5
A 36
102
956
2
3.83
4
15.3
LAM 9
A 36
126
231
4
2.06
8
16.5
LAM 1"
A 36
150
188
4
5.62
8
45.0
LAM 12
A 36
100
220
8
2.07
16
33.2
LAM 15
A 36
120
120
4
1.70
8
13.6
LAM 9
A 36
149
447
2
4.71
4
18.8
LAM 9
A 36
168
189
4
2.24
8
17.9
SAE 1045
206
3
1.28
6
7.7
TUBO 3" SCH 40
A 36
161
2
1.82
4
7.3
TUBO 4" SCH 40
A 36
114
2
1.83
4
7.3
LAM 1"
A 36
114
128
2
2.91
4
11.6
LAM 25
A 36
185
450
2
16.34
4
65.4
LAM 12
A 36
178
382
10
6.41
20
128.1
LAM 12
A 36
437
450
2
18.52
4
74.1
LAM 12
A 36
218
221
12
4.54
24
108.9
LAM 12
A 36
185
450
2
7.84
4
31.4
LAM 12
A 36
164
212
5
3.28
10
32.8
LAM 12
A 36
134
212
5
2.68
10
26.8
LAM 12
A 36
450
616
1
26.11
2
52.2
LAM 12
A 36
188
191
4
3.38
8
27.1
L6"x1/2"
A 572 Gr.50
288
2
8.40
4
33.6
140
140
4
1.38
8
11.1
Soporte Superior - e Soporte Lateral - t Soporte Lateral - u Soporte Sup. - p Soporte Sup. - p1 Soporte Sup. - p3 C Soporte Sup. - q1 Soporte Sup. - r Soporte Sup. - s 1 2 3 4 1a 2a 2'a 3a 4a
EJE 1-1/4"
LAM 9
SRE a b
A 36
EJE 3"
SAE 1020
60
1
2.15
2
4.3
EJE 1-3/4"
SAE 1020
290
1
3.53
2
7.1
L6"x1/2" LAM 3/8" TOR 1"x2-1/2"
A 572 Gr.50 A 36 SAE Gr. 5
140
288
2
8.40
4
33.6
140
4 2
1.47 0.00
8 4
11.7 0.0
Total AC
a b
AMARRE CERCHAS TUBO 4" SCH 40 LAM 12 LAM 12 VAR 19.1 LAM 16
c
4113.1 CANT A-53B
Plano
PL-2 8
707.1
A 36
144
665
3
9.02
12
108.2
A 36
53
114
3
0.57
12
6.8
400
3
0.90
12
10.8
48
6
0.29
24
6.9
3
0.00
12
0.0
670
3
16.66
12
199.9
76
3
1.15
12
13.8
SAE 1020 A 36
TOR 1"x4-1/2" +TA
SAE Gr.5
EJE 2-1/2"
SAE 1045
LAM 1"
4
8226.2
A 36 2/11
48
76
5500
2
88.39
8,226.2
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
LAM 12
A 36
c1 d f
EJE 4"
SAE 1020
LAM 12 LAM 15
A 36 A 36
g
TUBO 4" SCH 40 TOR 1"x4-1/2" +TA
100 174 114
A-53B SAE Gr.5
a b c d e f g h h1 j k m
3
0.94
12
3
4.84
12
58.0
174 157
3 6
2.85 2.11
12 24
34.2 50.6
4400
1 3
70.71 0.00
4 12
282.8 0.0
372.6
CERCHA T1 C-T1
CANT
PESO TOTAL kg
76
6
Plano
11.3
1490.6
A 572 Gr.50
4146
2
175.38
12
2104.5
IPE200
A 572 Gr.50
1194
5
26.75
30
802.4
IPE200
A 572 Gr.50
1562
3
34.99
18
629.8
IPE200
A 572 Gr.50
1353
1
30.31
6
181.8
LAM 25
A 36
350
847
4
58.18
24
1396.3
LAM 12
A 36
96
168
6
1.52
36
54.7
LAM 9
A 36
96
168
20
1.14
120
136.7
LAM 9
A 36
96
175
26
1.19
156
185.2 133.4
LAM 9
A 36
209
251
6
3.71
36
LAM 12
A 36
100
220
4
2.07
24
49.7
LAM 1" LAM 9
A 36 A 36
150 75
188 75
4 8
5.62 0.40
24 48
134.9 19.1
971.4
CERCHA T2 C-T2
CANT
6
Plano
5828.6 PL-3
HEA200
A 572 Gr.50
1584
2
67.00
12
804.0
IPE200
A 572 Gr.50
1194
2
26.75
12
320.9
IPE200
A 572 Gr.50
1473
1
33.00
6
198.0
IPE200
A 572 Gr.50
1296
1
29.03
6
174.2
LAM 25
A 36
350
656
2
45.06
12
540.7
LAM 12
A 36
140
228
1
3.01
6
18.0
LAM 12
A 36
140
247
1
3.26
6
19.5
LAM 12
A 36
87
140
4
1.15
24
27.5
LAM 12
A 36
400
190
2
7.16
12
85.9
LAM 9
A 36
50
136
4
0.48
24
11.5
LAM 12
A 36
125
140
1
1.65
6
9.9
LAM 15
A 36
160
1194
2
22.49
12
269.9
LAM 15
A 36
291
700
2
23.99
12
287.8
LAM 25
A 36
350
656
2
45.06
12
540.7
LAM 12
A 36
125
140
1
1.65
6
9.9
LAM 12
A 36
78
140
1
1.03
6
6.2
LAM 12
A 36
97
140
3
1.28
18
23.0
LAM 15
A 36
160
280
2
5.28
12
63.3
A 36
390
1
24.82
6
148.9
SAE Gr.5
152
2
0.08
12
0.9
EJE 4" TOR 3/4"x6" +TA
3/11
1,490.6
PL-3
HEA200
Total
a b c d e f f' g g1 g2 h i j k l m m' n o
TOTAL PESO kg
100
Total CT1
CANT
5,828.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
o'
TOR 3/4"x6" +TA
p q q1 r
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
EJE 6"
B-047
403
2
57.71
12
152
1
0.08
6
692.5 0.5
LAM 9
A 36
96
168
8
1.14
48
54.7
LAM 9
A 36
96
175
10
1.19
60
71.2
LAM 9 LAM 25
A 36 A 36
232 240
209 565
2 2
3.43 26.61
12 12
41.1 319.3
790.1 CANT
6
Plano
4740.3
A 572 Gr.50
950
2
40.19
12
482.2
IPE200
A 572 Gr.50
1355
1
30.35
6
182.1
IPE200
A 572 Gr.50
638
2
14.29
12
171.5
LAM 9
A 36
96
175
4
1.19
24
28.5
LAM 9
A 36
211
242
4
3.61
24
86.6
LAM 9
A 36
209
200
2
2.95
12
35.4
LAM 12 LAM 1"
A 36 A 36
96 240
168 565
2 4
1.52 27.04
12 24
18.2 648.9
275.6
CERCHA T-1
CANT
2
Plano
1653.5
A 572 Gr.50
4155
2
175.76
4
703.0
IPE200
A 572 Gr.50
1194
4
26.75
8
214.0
IPE200
A 572 Gr.50
1562
3
34.99
6
209.9
IPE200
A 572 Gr.50
1473
1
33.00
2
66.0
LAM 1"
A 36
240
600
2
28.71
4
114.8
LAM 1/2"
A 36
246
297
3
7.28
6
43.7
LAM 1/2"
A 36
147
295
1
4.32
2
8.6
LAM 1/2"
A 36
203
240
26
4.86
52
252.6
LAM 1/2"
A 36
96
168
4
1.61
8
12.9
LAM 25
A 36
240
565
2
26.61
4
106.4
LAM 12 LAM 1"
A 36 A 36
100 150
220 188
4 4
2.07 5.62
8 8
16.6 45.0
896.8
CERCHA T-2
CANT
2
Plano
1793.6 PL-4
HEA200
A 572 Gr.50
1830
2
77.41
4
309.6
IPE200
A 572 Gr.50
1194
2
26.75
4
107.0
IPE200
A 572 Gr.50
1469
1
32.91
2
65.8
IPE200
A 572 Gr.50
1515
1
33.94
2
67.9
LAM 1"
A 36
240
600
2
28.71
4
114.8
LAM 1/2"
A 36
246
297
3
7.28
6
43.7
LAM 1/2"
A 36
147
295
1
4.32
2
8.6
LAM 1/2"
A 36
203
240
1
4.86
2
9.7
LAM 1/2"
A 36
96
168
4
1.61
8
12.9
4/11
1,653.5
PL-4
HEA200
Total
4,740.3
PL-3
HEA200
Total
a b c d e f g h i
PESO TOTAL kg
A 36
CERCHA T3 C-T3
a b c d e f g h i j l k
TOTAL PESO kg
SAE Gr.5
Total
a b c d d1 d2 e f
CANT
1,793.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
j k l
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
TOTAL PESO kg
PESO TOTAL kg
LAM 25
A 36
240
565
2
26.61
4
106.4
LAM 12 LAM 1"
A 36 A 36
100 150
220 188
4 4
2.07 5.62
8 8
16.6 45.0
Total
454.0
CERCHA T-3
a b c j
CANT
CANT
2
Plano
908.1 PL-4
HEA200
A 572 Gr.50
950
2
40.19
4
160.7
IPE200
A 572 Gr.50
1355
1
30.35
2
60.7
IPE200 LAM 25
A 572 Gr.50 A 36
638 565
2 2
14.29 26.61
4 4
57.2 106.4
240
Total
908.1
192.5
385.1
385.1
GATOS G1
GATO 1
a a1 a2 b
TUBO 4" SCH 40
A-53B
2800
1
45.00
2
90.0
TUBO 4" SCH 40
A-53B
1000
2
16.07
4
64.3
TUBO 4" SCH 40
A-53B
275
1
4.42
2
8.8
Plano
PL-3A
A 36
144
665
1
9.02
2
18.0
LAM 12
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
1
0.00
2
0.0
670
1
16.66
2
33.3
LAM 16
c1 e f m
2
LAM 12 VAR 19.1
c
CANT
SAE 1020 A 36
TOR 1"x4-1/2" +TA
SAE Gr.5
EJE 2-1/2"
SAE 1045
48
LAM 1"
A 36
76
76
1
1.15
2
2.3
LAM 12
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
LAM 12
A 36
230
230
1
4.98
2
10.0
LAM 15
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
7
4.98
14
69.8
24 1
0.00 0.00
48 2
0.0 0.0
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
SAE Gr.5 SAE Gr.5
Total
160.3 CANT
2
Plano
320.6
G2
GATO 2
PL-3A
a a2 b g h i c j k c1
TUBO 4" SCH 40
A-53B
3598
1
57.82
2
TUBO 4" SCH 40
A-53B
275
1
4.42
2
8.8
115.6
LAM 12
A 36
144
665
1
9.02
2
18.0
LAM 12
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
670
1
16.66
2
33.3
VAR 19.1 LAM 16 EJE 2-1/2" LAM 1"
SAE 1020 A 36
48
SAE 1045 A 36
76
76
1
1.15
2
2.3
LAM 12
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
5/11
320.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
e f m
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
A 36
230
230
1
4.98
2
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
1
4.98
2
10.0
6 2
0.00 0.00
12 4
0.0 0.0
SAE Gr.5 SAE Gr.5
111.1
G3
GATO 3
a a2 b g h i c j k c1 e f m
TUBO 4" SCH 40
A-53B
TUBO 4" SCH 40
A-53B
LAM 12 LAM 12 VAR 19.1 LAM 16 EJE 2-1/2"
CANT
2
Plano
1736
1
2
55.8
275
1
4.42
2
8.8
A 36
144
665
1
9.02
2
18.0
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
670
1
16.66
2
33.3
SAE 1020 A 36
48
SAE 1045 A 36
76
76
1
1.15
2
2.3
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
LAM 12
A 36
230
230
1
4.98
2
10.0
LAM 15
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
1
4.98
2
10.0
6 2
0.00 0.00
12 4
0.0 0.0
SAE Gr.5 SAE Gr.5
81.2
SOPORTE RIOSTRA LAM 3/8" TOR 1"x2-1/2" +TA
CANT A 572 Gr.50 A 36 SAE Gr.5
140
8
Plano
162.3
1
8.40
8
67.2
140
2 1
1.47 0.00
16 8
23.4 0.0
11.3
APOYO DE CARGA
CANT
2
Plano
90.7 PL-6
LAM 9
A 36
154
291
2
3.17
4
12.7
LAM 15
A 36
540
1187
2
75.48
4
301.9
8
0.00
16
0.0
600
1127
2
47.77
4
191.1
TOR 5/8"x2-1/2" +TA LAM 9
SAE Gr.5 A 36
LAM 9
A 36
212
1127
2
16.88
4
67.5
LAM 13
A 36
170
170
6
2.95
12
35.4
LAM 12
A 36
200
210
2
3.96
4
15.8
LAM 12
A 36
120
540
4
6.10
8
48.8
LAM 12
A 36
118
330
2
3.67
4
14.7
LAM 12
A 36
110
200
2
2.07
4
8.3
LAM 12
A 36
90
200
4
1.70
8
13.6
LAM 12
A 36
58
174
8
0.95
16
15.2
6/11
162.3
PL-3A
288
Total
222.2
PL-3A
LAM 12
L6"x1/2"
c c1 c2 d e e' f f' g
222.2
27.90
Total
a b
10.0
LAM 1"
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
ADC
PESO TOTAL kg
LAM 15
Total
b
TOTAL PESO kg
LAM 12
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
SRE
CANT
90.7
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
h i Niveladores a b c d e Acople De Carga a b c d e f g
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
RP
e
TOTAL PESO kg
PESO TOTAL kg
LAM 16
A 36
200
540
2
13.56
4
54.3
LAM 9
A 36
55
55
4
0.21
8
1.7
EJE 3"
SAE 1020
60
4
2.15
8
17.2
EJE 2"
SAE 1020
297
4
4.73
8
37.8
EJE 3"
SAE 1020
25
4
0.89
8
7.2
LAM 12
A 36
200
200
4
3.77
8
30.1
LAM 9
A 36
25
58
16
0.10
32
3.3
LAM 25
A 36
205
340
2
13.68
4
54.7
LAM 25
A 36
168
178
2
5.87
4
23.5
LAM 12
A 36
240
340
1
7.69
2
15.4
LAM 25
A 36
170
182
1
6.07
2
12.1
TUBO 6" SCH 40
A 36
20
2
0.57
4
42 20
1 4
1.50 0.01
2 8
EJE 3" LAM 4
SAE 1020 A 36
12
Total
Soporte Base a b c d e f g h i Soporte a b c d e f Acople a b c d
CANT
493.8
RUEDAS
CANT
4
Plano
3.0 0.1 985.3
PL-6A 0
LAM 19
A 36
790
896
1
105.57
4
422.3
LAM 19
A 36
104
209
4
3.24
16
51.9
LAM 12
A 36
135
501
2
6.37
8
51.0
LAM 19
A 36
353
696
4
36.64
16
586.3
EJE 4"
SAE 1045
130
2
8.27
8
66.2
LAM 12
A 36
196
209
4
3.86
16
61.7
LAM 12
A 36
108
209
4
2.13
16
34.0
LAM 12
A 36
45
209
4
0.89
16
14.2
LAM 12
A 36
50
182
4
0.86
16
13.7
LAM 19
A 36
570
629
1
53.47
4
213.9
LAM 19
A 36
450
570
2
38.26
8
306.1
LAM 19
A 36
220
220
2
7.22
8
57.8
LAM 25
A 36
100
579
2
11.36
8
90.9
LAM 25
A 36
125
579
2
14.20
8
113.6
LAM 12
A 36
225
579
2
12.27
8
98.2
LAM 25
A 36
509
620
1
61.93
4
247.7
LAM 12
A 36
314
509
2
15.06
8
120.4
LAM 12
A 36
105
314
4
3.11
16
49.7
LAM 25
A 36
314
570
2
35.12
8
281.0
LAM 4
A 36
28
62
4
0.05
16
0.9
LAM 25
A 36
112
438
2
9.63
8
77.0
7/11
985.3
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
f g
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
CANT
TOTAL PESO kg
PESO TOTAL kg
LAM 12
A 36
125
156
4
1.84
16
29.4
LAM 19
A 36
262
282
2
11.02
8
88.2
LAM 19
A 36
80
183
2
2.18
8
17.5
EJE 2"
SAE 1045
160
1
2.55
4
10.2
93
10
0.22
40
8.8
19
20 10
0.00 0.00
80 40
0.0 0.0
Roldana Timken LAM 5 BCCM8 ARANDELA. 1-1/4"
A 36
60
Zinc Gr.8,8 Gr.8
Total
778.1
Rodillos De Deslizamiento
a b b' d e f g h j k m n o p
CANT
C4x5.4
A-36
LAM 12
A 36
121
LAM 6
A 36
36
C4x5.4
A-36
LAM 9
A 36
Plano 2
5.64
8
45.1
121
2
1.38
8
11.0
45
2
0.08
8
0.6
382
2
3.07
8
24.6
178
2
0.63
8
5.0
A572 Gr.50
296
2
4.32
8
34.5
L4"x3/8"
A572 Gr.50
662
2
9.65
8
77.2
L4"x3/8"
A572 Gr.50
635
2
9.26
8
74.1
L4"x3/8"
A572 Gr.50
692
2
10.09
8
80.7
L2"x1/4"
A572 Gr.50
396
2
1.88
8
15.0 31.9
A 36
LAM 1/2"
A 36
353
2
3.99
8
77
4
0.59
16
9.5
77
EJE 1-1/4"
SAE 1020
446
2
2.77
8
22.2
EJE 2-1/2"
SAE 65
32
4
0.80
16
12.7
12
0.00
48
0.0
4
0.00
16
TOR Bristol cc M6x32xP1
q
TOR 1"x8" +TA
SAE Gr.5
Total
111.0
Soporte Rodillos De Deslizamiento
b d e
CANT
LAM 12
A 36
C4x5.4 LAM 9
A-36 A 36
6
Plano
121
2
1.38
12
16.6
50
382 178
2 2
3.07 0.63
12 12
36.8 7.5
CANT
4
Plano
SGH
a a1
60.9
A-36
160
1326
2
31.64
8
253.1
LAM 12 LAM 3/8"
A-36 A-36
350 80
1326 350
2 4
43.72 2.09
8 16
349.7 33.5
159.1
SOPORTE GATO HIDRAHULICO
CANT
2
Plano
636.4 PL-7
LAM 9
A-36
160
1326
2
14.99
4
60.0
LAM 9
A-36
160
285
4
3.22
8
25.8
8/11
60.9
PL-7
LAM 19
Total
444.2
PL-7A
10.2
SOPORTE TRASERO
a b c
0.0 444.2
121
Total
3,112.4
PL-7A
702
L4"x3/8"
TUBO 3" SCH 40
50
4
3112.4
636.4
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
a2 a3 a4 b b1 b2 c d
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
a b c c1 c2 d e f f' g h i j j1 l l1
a b e
c d d1
PESO TOTAL kg
A-36
160
190
4
2.15
8
LAM 9
A-36
160
577
2
6.52
4
26.1
LAM 12
A-36
160
211
2
3.18
4
12.7
LAM 9
A-36
263
623
8
11.58
16
185.2
LAM 9
A-36
50
350
4
1.24
8
9.9
LAM 9
A-36
263
531
2
9.87
4
39.5 18.1
LAM 9
A-36
80
200
8
1.13
16
LAM 15
A-36
114
128
1
1.72
2
198.9
VIGUETA DE DESLIZAMIENTO
CANT
6
Plano
17.2
3.4 397.8
A 572-Gr.50
4985
1
210.37
6
1262.2
IPE300
A 572-Gr.50
6635
1
280.00
6
1680.0
IPE180
A 572-Gr.50
1200
1
22.56
6
135.4
IPE180
A 572-Gr.50
3200
1
60.16
6
361.0
LAM 12
A 572-Gr.50
300
130
2
3.67
12
44.1
LAM 19
A-36
150
297
2
6.64
12
79.7
LAM 12
A-36
150
297
1
4.20
6
25.2
LAM 9
A-36
130
140
2
1.29
12
15.4
LAM 9
A-36
100
100
1
0.71
6
4.2
TOR 1-1/4"x3" +TA
Gr 5
1
0.00
6
0.0
LAM 12 LAM 12 LAM 9 LAM 15 LAM 15 LAM 15 LAM 15
A-36 A-36 A-36 A-36 A-36 A-36 A-36
2 1 2 1 1 1 1
3.11 3.97 3.55 4.96 4.96 1.60 6.99
12 6 12 6 6 6 6
37.3 23.8 42.6 29.8 29.8 9.6 41.9
150 151 180 151 151 170 170
220 279 279 279 279 80 349
Soporte Marco Formaleta LAM 9 LAM 9 LAM 12 TOR 1/2"x2" +TA Total
637.0
A-36 A-36 A-36 SAE Gr.5
CANT 158 30 82
SOPORTE VIGUETAS INFERIORES LAM 12 A-36 LAM 9 A-36 TOR 3/4"x10"+TA SAE Gr.5 Total
CANT 192 221
VIGUETA ESPECIAL C10x15.3 C10x15.3 LAM 6
CANT A-36 A-36 A-36 9/11
132
42 243 60 102
16 409 374 250
2 7040 3514 254
Plano 1 1 2 1
2.71 0.13 0.79 0.00 4.4 Plano
2 2 4
2 2 2
397.8
PL-7
IPE300
Total
o p q
TOTAL PESO kg
LAM 9
Total VGD
CANT
7.40 5.84 0.00 26.5
PL-7 42 42 84 42
PL-8 32 32 64
Plano PL-9 160.29 4 80.01 4 1.58 4
3821.9
3,821.9
113.9 5.3 66.2 0.0 185.5
185.5
236.7 186.9 0.0 423.6
423.6
641.2 320.0 6.3
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
e f g h j k k1 m n q r s t u u1 a3 d1 d1 e1
b t u a3 q d1 d d1 e1
a t u a3 q d1 d d1 e1
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
L2-1/2"x1/4" L2-1/2"x1/4" L2-1/2"x1/4" LAM 12 LAM 1/4" LAM 19 TOR 1"x6" +TA LAM 6 LAM 15 EJE 2" LAM 9 LAM 25 IPE180 LAM 1/2" LAM 1/2" TUBO 2" SCH 40 LAM 9 LAM 12 LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA TOR 5/8"x4" +TA Total VIGUETA INTERIOR C10x15.3 IPE180 LAM 1/2" TUBO 2" SCH 40 EJE 2" LAM 9 LAM 19 LAM 12 LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA Total
B-047
A572-50 A572-50 A572-50 A-36 A-36 A-36 A-36 A-36 A-36 SAE 1020 A-36 A-36 A-36 A-36 A-36 A53B A36 A36 A36 SAE gr5 SAE 1045 SAE GR5
112 100 140 180 241 221 114 240 140 177 80 100
CANT A-36 A-36 A-36 A53B SAE 1020 A36 A36 A36 A36 SAE gr5 SAE 1045
240
221 80 80 100
4 7040 1200 254 1700 292 374 100 100 150 0 0
6 4 4 2 14 2 2 2 2 1 1 2 1 4 2 1 1 2 2 2 6 1
2 2 4 1 1 1 1 4 2 2 6
10.67 11.55 14.10 1.94 1.29 3.84 0.15 3.43 6.84 4.65 5.84 5.19 22.56 6.08 1.81 9.25 1.14 0.75 1.18 0.00 0.00 0.00 786.4
TOTAL PESO kg
12 8 8 4 28 4 4 4 4 2 2 4 2 8 4 2 2 4 4 4 12 2
PESO TOTAL kg
128.0 92.4 112.8 7.8 36.0 15.4 0.6 13.7 27.4 9.3 11.7 20.8 45.1 48.6 7.3 18.5 2.3 3.0 4.7 0.0 0.0 0.0 1572.8
1,572.8
Plano PL-9 160.29 8 22.56 8 6.08 16 9.25 4 4.65 4 5.84 4 1.19 4 0.75 16 1.18 8 0.00 8 0.00 24 416.3
1282.3 180.5 97.2 37.0 18.6 23.4 4.8 12.1 9.4 0.0 0.0 1665.2
1,665.2
Plano PL-9 214.05 4
856.2
VIGUETA EXTERIOR IPE220
A-36
4 8170
1
IPE180
A-36
1200
1
22.56
4
90.2
LAM 1/2"
A-36
254
4
6.08
16
97.2
1804 292
1 1
9.81 4.65
4 4
39.3 18.6
374 100
1 1
5.84 1.19
4 4
23.4 4.8
TUBO 2" SCH 40 EJE 2"
CANT
1749 1894 2312 184 258 184 150 404 241 292 374 232 1200 254 130 1700 91 100 150 0 0 0
CANT
240
A53B SAE 1020
LAM 9 LAM 19
A36 A36
LAM 12
A36
80
100
4
0.75
16
12.1
A36 SAE gr5 SAE gr5
100
150 0 0
2 2 6
1.18 0.00 0.00
8 8 24
9.4 0.0 0.0
LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA
10/11
221 80
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
Total
a1 b1 d1
e1 f1 g1 h1 i1 i2
CANT
TOTAL PESO kg
287.8
Gato Tensor Para Vigueta Especial TUBO 2" SCH 40 A53B VAR 1-1/4" SAE 1045 LAM 12 A36 LAM 9 A36 LAM 9 A36 LAM 19 A36 LAM 10 A36 VAR 1/2" SAE 1020 TUERCA 1/2" SAE Gr5 LAM 40 A36 TUERCA 1-1/4" SCH 40 TUERCA 1-1/4" SCH 40 Total
Total
CANT
80 150 110 80 100
40
4 408 898 100 230 100 339 150 250 40
Plano 2 1 4 2 4 1 2 1 2 1 1 1
1151.1
1,151.1
17.8 22.3 12.1 19.5 12.4 16.2 9.4 1.0 0.0 2.0 0.0 0.0 112.7
112.7
PL-9 2.22 5.58 0.75 2.44 0.78 4.04 1.18 0.25 0.00 0.50 0.00 0.00 28.2
SIN Elementos de avace ni costillares UNIONES Y SOLDADURA 0
11/11
PESO TOTAL kg
8 4 16 8 16 4 8 4 8 4 4 4
Sub Total
40,391
% 0.0 ---------------------------------------------40,391 Total KG
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
MP1/MP2
a b c c' c'' d d1 d' d'' e f g h i j k l m n o p q r r' r'' s s1 s2 t t' u v s s1 s' s'' x x' y a1 a2 a3
DESCRIPCION
MARCO PPAL
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
CANT
CANT
PL-1 y PL-1A
2
Plano
TOTAL PESO kg
PESO TOTAL kg
HEA240
A 572 Gr.50
6076
1
366.38
2
732.8
LAM 25
A 36
240
9626
2
453.38
4
1813.5
LAM 16
A 36
190
9626
2
229.71
4
918.9
HEA240
A 572 Gr.50
2779
1
167.57
2
335.1
HEA240
A 572 Gr.50
1140
1
68.74
2
137.5
HEA240
A 572 Gr.50
998
1
60.18
2
120.4
HEA240
A 572 Gr.50
422
1
25.45
2
50.9
IPE240
A 572 Gr.50
888
1
27.26
2
54.5
LAM 1/2"
A 36
512
582
2
29.71
4
118.8
LAM 1/2"
A 36
418
462
2
19.25
4
77.0
IPE240
A 572 Gr.50
560
1
17.19
2
34.4
IPE240
A 572 Gr.50
1038
1
31.87
2
63.7
IPE240
A 572 Gr.50
727
1
22.32
2
44.6
IPE240
A 572 Gr.50
1238
1
38.01
2
76.0
IPE240
A 572 Gr.50
893
1
27.42
2
54.8
IPE240
A 572 Gr.50
1253
1
38.47
2
76.9
IPE240
A 572 Gr.50
1060
1
32.54
2
65.1
IPE240
A 572 Gr.50
1493
1
45.84
2
91.7
IPE240
A 572 Gr.50
1227
1
37.67
2
75.3
IPE240
A 572 Gr.50
1621
1
49.76
2
99.5
IPE240
A 572 Gr.50
1597
1
49.03
2
98.1
IPE240
A 572 Gr.50
1065
1
32.70
2
65.4
IPE240
A 572 Gr.50
1350
1
41.45
2
82.9
IPE240
A 572 Gr.50
732
1
22.47
2
44.9
766
2
48.26
4
193.1
LAM 1/2"
A 36
632
LAM 1/2"
A 36
248
343
2
8.48
4
33.9
LAM 38
A 36
452
603
1
81.30
2
162.6
LAM 12
A 36
280
280
2
7.39
4
29.5
LAM 12
A 36
163
240
3
3.69
6
22.1
HEA240
A 572 Gr.50
2783
1
167.81
2
335.6
LAM 3"
A 36
190
830
1
94.33
2
188.7
LAM 12
A 36
190
560
2
10.02
4
40.1
LAM 100
A 36
188
500
4
75.27
8
602.1
A 36
240
630
1
30.15
2
60.3
180
2
0.18
4
0.7
55
300
2
0.78
4
3.1
138
1
8.78
2
17.6
453
453
2
40.92
4
163.7
LAM 1" TOR 1"x7" +TA
SAE Gr. 5
LAM 6
A 36
EJE 4"
SAE 1045
LAM 1"
A 36
LAM 1/2"
A 36
100
100
4
1.00
8
8.0
LAM 19
A 36
180
360
2
9.66
4
38.7
LAM 15
A 36
261
295
1
9.07
2
18.1
LAM 15
A 36
289
297
1
10.11
2
20.2
LAM 15
A 36
163
188
1
3.61
2
7.2
1/11
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
Soporte Base - a Soporte Base - b Soporte Medio - c
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
CANT
TOTAL PESO kg
PESO TOTAL kg
LAM 25
A 36
250
250
2
12.27
4
49.1
LAM 12
A 36
120
210
4
2.37
8
19.0
LAM 5
A 36
89
796
2
2.78
4
11.1
LAM 5
A 36
78
796
2
2.44
4
9.7
Soporte Superior - d LAM 5
A 36
113
956
2
4.24
4
17.0
LAM 5
A 36
102
956
2
3.83
4
15.3
LAM 9
A 36
126
231
4
2.06
8
16.5
LAM 1"
A 36
150
188
4
5.62
8
45.0
LAM 12
A 36
100
220
8
2.07
16
33.2
LAM 15
A 36
120
120
4
1.70
8
13.6
LAM 9
A 36
149
447
2
4.71
4
18.8
LAM 9
A 36
168
189
4
2.24
8
17.9
SAE 1045
206
3
1.28
6
7.7
TUBO 3" SCH 40
A 36
161
2
1.82
4
7.3
TUBO 4" SCH 40
A 36
114
2
1.83
4
7.3
LAM 1"
A 36
114
128
2
2.91
4
11.6
LAM 25
A 36
185
450
2
16.34
4
65.4
LAM 12
A 36
178
382
10
6.41
20
128.1
LAM 12
A 36
437
450
2
18.52
4
74.1
LAM 12
A 36
218
221
12
4.54
24
108.9
LAM 12
A 36
185
450
2
7.84
4
31.4
LAM 12
A 36
164
212
5
3.28
10
32.8
LAM 12
A 36
134
212
5
2.68
10
26.8
LAM 12
A 36
450
616
1
26.11
2
52.2
LAM 12
A 36
188
191
4
3.38
8
27.1
L6"x1/2"
A 572 Gr.50
288
2
8.40
4
33.6
140
140
4
1.38
8
11.1
Soporte Superior - e Soporte Lateral - t Soporte Lateral - u Soporte Sup. - p Soporte Sup. - p1 Soporte Sup. - p3 C Soporte Sup. - q1 Soporte Sup. - r Soporte Sup. - s 1 2 3 4 1a 2a 2'a 3a 4a
EJE 1-1/4"
LAM 9
SRE a b
A 36
EJE 3"
SAE 1020
60
1
2.15
2
4.3
EJE 1-3/4"
SAE 1020
290
1
3.53
2
7.1
L6"x1/2" LAM 3/8" TOR 1"x2-1/2"
A 572 Gr.50 A 36 SAE Gr. 5
140
288
2
8.40
4
33.6
140
4 2
1.47 0.00
8 4
11.7 0.0
Total AC
a b
AMARRE CERCHAS TUBO 4" SCH 40 LAM 12 LAM 12 VAR 19.1 LAM 16
c
4113.1 CANT A-53B
Plano
PL-2 8
707.1
A 36
144
665
3
9.02
12
108.2
A 36
53
114
3
0.57
12
6.8
400
3
0.90
12
10.8
48
6
0.29
24
6.9
3
0.00
12
0.0
670
3
16.66
12
199.9
76
3
1.15
12
13.8
SAE 1020 A 36
TOR 1"x4-1/2" +TA
SAE Gr.5
EJE 2-1/2"
SAE 1045
LAM 1"
4
8226.2
A 36 2/11
48
76
5500
2
88.39
8,226.2
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
LAM 12
A 36
c1 d f
EJE 4"
SAE 1020
LAM 12 LAM 15
A 36 A 36
g
TUBO 4" SCH 40 TOR 1"x4-1/2" +TA
100 174 114
A-53B SAE Gr.5
a b c d e f g h h1 j k m
3
0.94
12
3
4.84
12
58.0
174 157
3 6
2.85 2.11
12 24
34.2 50.6
4400
1 3
70.71 0.00
4 12
282.8 0.0
372.6
CERCHA T1 C-T1
CANT
PESO TOTAL kg
76
6
Plano
11.3
1490.6
A 572 Gr.50
4146
2
175.38
12
2104.5
IPE200
A 572 Gr.50
1194
5
26.75
30
802.4
IPE200
A 572 Gr.50
1562
3
34.99
18
629.8
IPE200
A 572 Gr.50
1353
1
30.31
6
181.8
LAM 25
A 36
350
847
4
58.18
24
1396.3
LAM 12
A 36
96
168
6
1.52
36
54.7
LAM 9
A 36
96
168
20
1.14
120
136.7
LAM 9
A 36
96
175
26
1.19
156
185.2 133.4
LAM 9
A 36
209
251
6
3.71
36
LAM 12
A 36
100
220
4
2.07
24
49.7
LAM 1" LAM 9
A 36 A 36
150 75
188 75
4 8
5.62 0.40
24 48
134.9 19.1
971.4
CERCHA T2 C-T2
CANT
6
Plano
5828.6 PL-3
HEA200
A 572 Gr.50
1584
2
67.00
12
804.0
IPE200
A 572 Gr.50
1194
2
26.75
12
320.9
IPE200
A 572 Gr.50
1473
1
33.00
6
198.0
IPE200
A 572 Gr.50
1296
1
29.03
6
174.2
LAM 25
A 36
350
656
2
45.06
12
540.7
LAM 12
A 36
140
228
1
3.01
6
18.0
LAM 12
A 36
140
247
1
3.26
6
19.5
LAM 12
A 36
87
140
4
1.15
24
27.5
LAM 12
A 36
400
190
2
7.16
12
85.9
LAM 9
A 36
50
136
4
0.48
24
11.5
LAM 12
A 36
125
140
1
1.65
6
9.9
LAM 15
A 36
160
1194
2
22.49
12
269.9
LAM 15
A 36
291
700
2
23.99
12
287.8
LAM 25
A 36
350
656
2
45.06
12
540.7
LAM 12
A 36
125
140
1
1.65
6
9.9
LAM 12
A 36
78
140
1
1.03
6
6.2
LAM 12
A 36
97
140
3
1.28
18
23.0
LAM 15
A 36
160
280
2
5.28
12
63.3
A 36
390
1
24.82
6
148.9
SAE Gr.5
152
2
0.08
12
0.9
EJE 4" TOR 3/4"x6" +TA
3/11
1,490.6
PL-3
HEA200
Total
a b c d e f f' g g1 g2 h i j k l m m' n o
TOTAL PESO kg
100
Total CT1
CANT
5,828.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
o'
TOR 3/4"x6" +TA
p q q1 r
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
EJE 6"
B-047
403
2
57.71
12
152
1
0.08
6
692.5 0.5
LAM 9
A 36
96
168
8
1.14
48
54.7
LAM 9
A 36
96
175
10
1.19
60
71.2
LAM 9 LAM 25
A 36 A 36
232 240
209 565
2 2
3.43 26.61
12 12
41.1 319.3
790.1 CANT
6
Plano
4740.3
A 572 Gr.50
950
2
40.19
12
482.2
IPE200
A 572 Gr.50
1355
1
30.35
6
182.1
IPE200
A 572 Gr.50
638
2
14.29
12
171.5
LAM 9
A 36
96
175
4
1.19
24
28.5
LAM 9
A 36
211
242
4
3.61
24
86.6
LAM 9
A 36
209
200
2
2.95
12
35.4
LAM 12 LAM 1"
A 36 A 36
96 240
168 565
2 4
1.52 27.04
12 24
18.2 648.9
275.6
CERCHA T-1
CANT
2
Plano
1653.5
A 572 Gr.50
4155
2
175.76
4
703.0
IPE200
A 572 Gr.50
1194
4
26.75
8
214.0
IPE200
A 572 Gr.50
1562
3
34.99
6
209.9
IPE200
A 572 Gr.50
1473
1
33.00
2
66.0
LAM 1"
A 36
240
600
2
28.71
4
114.8
LAM 1/2"
A 36
246
297
3
7.28
6
43.7
LAM 1/2"
A 36
147
295
1
4.32
2
8.6
LAM 1/2"
A 36
203
240
26
4.86
52
252.6
LAM 1/2"
A 36
96
168
4
1.61
8
12.9
LAM 25
A 36
240
565
2
26.61
4
106.4
LAM 12 LAM 1"
A 36 A 36
100 150
220 188
4 4
2.07 5.62
8 8
16.6 45.0
896.8
CERCHA T-2
CANT
2
Plano
1793.6 PL-4
HEA200
A 572 Gr.50
1830
2
77.41
4
309.6
IPE200
A 572 Gr.50
1194
2
26.75
4
107.0
IPE200
A 572 Gr.50
1469
1
32.91
2
65.8
IPE200
A 572 Gr.50
1515
1
33.94
2
67.9
LAM 1"
A 36
240
600
2
28.71
4
114.8
LAM 1/2"
A 36
246
297
3
7.28
6
43.7
LAM 1/2"
A 36
147
295
1
4.32
2
8.6
LAM 1/2"
A 36
203
240
1
4.86
2
9.7
LAM 1/2"
A 36
96
168
4
1.61
8
12.9
4/11
1,653.5
PL-4
HEA200
Total
4,740.3
PL-3
HEA200
Total
a b c d e f g h i
PESO TOTAL kg
A 36
CERCHA T3 C-T3
a b c d e f g h i j l k
TOTAL PESO kg
SAE Gr.5
Total
a b c d d1 d2 e f
CANT
1,793.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
j k l
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
TOTAL PESO kg
PESO TOTAL kg
LAM 25
A 36
240
565
2
26.61
4
106.4
LAM 12 LAM 1"
A 36 A 36
100 150
220 188
4 4
2.07 5.62
8 8
16.6 45.0
Total
454.0
CERCHA T-3
a b c j
CANT
CANT
2
Plano
908.1 PL-4
HEA200
A 572 Gr.50
950
2
40.19
4
160.7
IPE200
A 572 Gr.50
1355
1
30.35
2
60.7
IPE200 LAM 25
A 572 Gr.50 A 36
638 565
2 2
14.29 26.61
4 4
57.2 106.4
240
Total
908.1
192.5
385.1
385.1
GATOS G1
GATO 1
a a1 a2 b
TUBO 4" SCH 40
A-53B
2800
1
45.00
2
90.0
TUBO 4" SCH 40
A-53B
1000
2
16.07
4
64.3
TUBO 4" SCH 40
A-53B
275
1
4.42
2
8.8
Plano
PL-3A
A 36
144
665
1
9.02
2
18.0
LAM 12
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
1
0.00
2
0.0
670
1
16.66
2
33.3
LAM 16
c1 e f m
2
LAM 12 VAR 19.1
c
CANT
SAE 1020 A 36
TOR 1"x4-1/2" +TA
SAE Gr.5
EJE 2-1/2"
SAE 1045
48
LAM 1"
A 36
76
76
1
1.15
2
2.3
LAM 12
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
LAM 12
A 36
230
230
1
4.98
2
10.0
LAM 15
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
7
4.98
14
69.8
24 1
0.00 0.00
48 2
0.0 0.0
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
SAE Gr.5 SAE Gr.5
Total
160.3 CANT
2
Plano
320.6
G2
GATO 2
PL-3A
a a2 b g h i c j k c1
TUBO 4" SCH 40
A-53B
3598
1
57.82
2
TUBO 4" SCH 40
A-53B
275
1
4.42
2
8.8
115.6
LAM 12
A 36
144
665
1
9.02
2
18.0
LAM 12
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
670
1
16.66
2
33.3
VAR 19.1 LAM 16 EJE 2-1/2" LAM 1"
SAE 1020 A 36
48
SAE 1045 A 36
76
76
1
1.15
2
2.3
LAM 12
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
5/11
320.6
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
e f m
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
A 36
230
230
1
4.98
2
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
1
4.98
2
10.0
6 2
0.00 0.00
12 4
0.0 0.0
SAE Gr.5 SAE Gr.5
111.1
G3
GATO 3
a a2 b g h i c j k c1 e f m
TUBO 4" SCH 40
A-53B
TUBO 4" SCH 40
A-53B
LAM 12 LAM 12 VAR 19.1 LAM 16 EJE 2-1/2"
CANT
2
Plano
1736
1
2
55.8
275
1
4.42
2
8.8
A 36
144
665
1
9.02
2
18.0
A 36
53
114
1
0.57
2
1.1
400
1
0.90
2
1.8
48
2
0.29
4
1.2
670
1
16.66
2
33.3
SAE 1020 A 36
48
SAE 1045 A 36
76
76
1
1.15
2
2.3
A 36
100
100
1
0.94
2
1.9
EJE 4"
SAE 1020
76
1
4.84
2
9.7
LAM 12
A 36
230
230
1
4.98
2
10.0
LAM 15
A 36
114
157
2
2.11
4
8.4
LAM 12
A 36
230
230
1
4.98
2
10.0
6 2
0.00 0.00
12 4
0.0 0.0
SAE Gr.5 SAE Gr.5
81.2
SOPORTE RIOSTRA LAM 3/8" TOR 1"x2-1/2" +TA
CANT A 572 Gr.50 A 36 SAE Gr.5
140
8
Plano
162.3
1
8.40
8
67.2
140
2 1
1.47 0.00
16 8
23.4 0.0
11.3
APOYO DE CARGA
CANT
2
Plano
90.7 PL-6
LAM 9
A 36
154
291
2
3.17
4
12.7
LAM 15
A 36
540
1187
2
75.48
4
301.9
8
0.00
16
0.0
600
1127
2
47.77
4
191.1
TOR 5/8"x2-1/2" +TA LAM 9
SAE Gr.5 A 36
LAM 9
A 36
212
1127
2
16.88
4
67.5
LAM 13
A 36
170
170
6
2.95
12
35.4
LAM 12
A 36
200
210
2
3.96
4
15.8
LAM 12
A 36
120
540
4
6.10
8
48.8
LAM 12
A 36
118
330
2
3.67
4
14.7
LAM 12
A 36
110
200
2
2.07
4
8.3
LAM 12
A 36
90
200
4
1.70
8
13.6
LAM 12
A 36
58
174
8
0.95
16
15.2
6/11
162.3
PL-3A
288
Total
222.2
PL-3A
LAM 12
L6"x1/2"
c c1 c2 d e e' f f' g
222.2
27.90
Total
a b
10.0
LAM 1"
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
ADC
PESO TOTAL kg
LAM 15
Total
b
TOTAL PESO kg
LAM 12
TOR 3/4"x2" +TAA TOR 1"x4-1/2" +TA
SRE
CANT
90.7
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
h i Niveladores a b c d e Acople De Carga a b c d e f g
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
RP
e
TOTAL PESO kg
PESO TOTAL kg
LAM 16
A 36
200
540
2
13.56
4
54.3
LAM 9
A 36
55
55
4
0.21
8
1.7
EJE 3"
SAE 1020
60
4
2.15
8
17.2
EJE 2"
SAE 1020
297
4
4.73
8
37.8
EJE 3"
SAE 1020
25
4
0.89
8
7.2
LAM 12
A 36
200
200
4
3.77
8
30.1
LAM 9
A 36
25
58
16
0.10
32
3.3
LAM 25
A 36
205
340
2
13.68
4
54.7
LAM 25
A 36
168
178
2
5.87
4
23.5
LAM 12
A 36
240
340
1
7.69
2
15.4
LAM 25
A 36
170
182
1
6.07
2
12.1
TUBO 6" SCH 40
A 36
20
2
0.57
4
42 20
1 4
1.50 0.01
2 8
EJE 3" LAM 4
SAE 1020 A 36
12
Total
Soporte Base a b c d e f g h i Soporte a b c d e f Acople a b c d
CANT
493.8
RUEDAS
CANT
4
Plano
3.0 0.1 985.3
PL-6A 0
LAM 19
A 36
790
896
1
105.57
4
422.3
LAM 19
A 36
104
209
4
3.24
16
51.9
LAM 12
A 36
135
501
2
6.37
8
51.0
LAM 19
A 36
353
696
4
36.64
16
586.3
EJE 4"
SAE 1045
130
2
8.27
8
66.2
LAM 12
A 36
196
209
4
3.86
16
61.7
LAM 12
A 36
108
209
4
2.13
16
34.0
LAM 12
A 36
45
209
4
0.89
16
14.2
LAM 12
A 36
50
182
4
0.86
16
13.7
LAM 19
A 36
570
629
1
53.47
4
213.9
LAM 19
A 36
450
570
2
38.26
8
306.1
LAM 19
A 36
220
220
2
7.22
8
57.8
LAM 25
A 36
100
579
2
11.36
8
90.9
LAM 25
A 36
125
579
2
14.20
8
113.6
LAM 12
A 36
225
579
2
12.27
8
98.2
LAM 25
A 36
509
620
1
61.93
4
247.7
LAM 12
A 36
314
509
2
15.06
8
120.4
LAM 12
A 36
105
314
4
3.11
16
49.7
LAM 25
A 36
314
570
2
35.12
8
281.0
LAM 4
A 36
28
62
4
0.05
16
0.9
LAM 25
A 36
112
438
2
9.63
8
77.0
7/11
985.3
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
f g
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
CANT
TOTAL PESO kg
PESO TOTAL kg
LAM 12
A 36
125
156
4
1.84
16
29.4
LAM 19
A 36
262
282
2
11.02
8
88.2
LAM 19
A 36
80
183
2
2.18
8
17.5
EJE 2"
SAE 1045
160
1
2.55
4
10.2
93
10
0.22
40
8.8
19
20 10
0.00 0.00
80 40
0.0 0.0
Roldana Timken LAM 5 BCCM8 ARANDELA. 1-1/4"
A 36
60
Zinc Gr.8,8 Gr.8
Total
778.1
Rodillos De Deslizamiento
a b b' d e f g h j k m n o p
CANT
C4x5.4
A-36
LAM 12
A 36
121
LAM 6
A 36
36
C4x5.4
A-36
LAM 9
A 36
Plano 2
5.64
8
45.1
121
2
1.38
8
11.0
45
2
0.08
8
0.6
382
2
3.07
8
24.6
178
2
0.63
8
5.0
A572 Gr.50
296
2
4.32
8
34.5
L4"x3/8"
A572 Gr.50
662
2
9.65
8
77.2
L4"x3/8"
A572 Gr.50
635
2
9.26
8
74.1
L4"x3/8"
A572 Gr.50
692
2
10.09
8
80.7
L2"x1/4"
A572 Gr.50
396
2
1.88
8
15.0 31.9
A 36
LAM 1/2"
A 36
353
2
3.99
8
77
4
0.59
16
9.5
77
EJE 1-1/4"
SAE 1020
446
2
2.77
8
22.2
EJE 2-1/2"
SAE 65
32
4
0.80
16
12.7
12
0.00
48
0.0
4
0.00
16
TOR Bristol cc M6x32xP1
q
TOR 1"x8" +TA
SAE Gr.5
Total
111.0
Soporte Rodillos De Deslizamiento
b d e
CANT
LAM 12
A 36
C4x5.4 LAM 9
A-36 A 36
6
Plano
121
2
1.38
12
16.6
50
382 178
2 2
3.07 0.63
12 12
36.8 7.5
CANT
4
Plano
SGH
a a1
60.9
A-36
160
1326
2
31.64
8
253.1
LAM 12 LAM 3/8"
A-36 A-36
350 80
1326 350
2 4
43.72 2.09
8 16
349.7 33.5
159.1
SOPORTE GATO HIDRAHULICO
CANT
2
Plano
636.4 PL-7
LAM 9
A-36
160
1326
2
14.99
4
60.0
LAM 9
A-36
160
285
4
3.22
8
25.8
8/11
60.9
PL-7
LAM 19
Total
444.2
PL-7A
10.2
SOPORTE TRASERO
a b c
0.0 444.2
121
Total
3,112.4
PL-7A
702
L4"x3/8"
TUBO 3" SCH 40
50
4
3112.4
636.4
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
a2 a3 a4 b b1 b2 c d
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
a b c c1 c2 d e f f' g h i j j1 l l1
a b e
c d d1
PESO TOTAL kg
A-36
160
190
4
2.15
8
LAM 9
A-36
160
577
2
6.52
4
26.1
LAM 12
A-36
160
211
2
3.18
4
12.7
LAM 9
A-36
263
623
8
11.58
16
185.2
LAM 9
A-36
50
350
4
1.24
8
9.9
LAM 9
A-36
263
531
2
9.87
4
39.5 18.1
LAM 9
A-36
80
200
8
1.13
16
LAM 15
A-36
114
128
1
1.72
2
198.9
VIGUETA DE DESLIZAMIENTO
CANT
6
Plano
17.2
3.4 397.8
A 572-Gr.50
4985
1
210.37
6
1262.2
IPE300
A 572-Gr.50
6635
1
280.00
6
1680.0
IPE180
A 572-Gr.50
1200
1
22.56
6
135.4
IPE180
A 572-Gr.50
3200
1
60.16
6
361.0
LAM 12
A 572-Gr.50
300
130
2
3.67
12
44.1
LAM 19
A-36
150
297
2
6.64
12
79.7
LAM 12
A-36
150
297
1
4.20
6
25.2
LAM 9
A-36
130
140
2
1.29
12
15.4
LAM 9
A-36
100
100
1
0.71
6
4.2
TOR 1-1/4"x3" +TA
Gr 5
1
0.00
6
0.0
LAM 12 LAM 12 LAM 9 LAM 15 LAM 15 LAM 15 LAM 15
A-36 A-36 A-36 A-36 A-36 A-36 A-36
2 1 2 1 1 1 1
3.11 3.97 3.55 4.96 4.96 1.60 6.99
12 6 12 6 6 6 6
37.3 23.8 42.6 29.8 29.8 9.6 41.9
150 151 180 151 151 170 170
220 279 279 279 279 80 349
Soporte Marco Formaleta LAM 9 LAM 9 LAM 12 TOR 1/2"x2" +TA Total
637.0
A-36 A-36 A-36 SAE Gr.5
CANT 158 30 82
SOPORTE VIGUETAS INFERIORES LAM 12 A-36 LAM 9 A-36 TOR 3/4"x10"+TA SAE Gr.5 Total
CANT 192 221
VIGUETA ESPECIAL C10x15.3 C10x15.3 LAM 6
CANT A-36 A-36 A-36 9/11
132
42 243 60 102
16 409 374 250
2 7040 3514 254
Plano 1 1 2 1
2.71 0.13 0.79 0.00 4.4 Plano
2 2 4
2 2 2
397.8
PL-7
IPE300
Total
o p q
TOTAL PESO kg
LAM 9
Total VGD
CANT
7.40 5.84 0.00 26.5
PL-7 42 42 84 42
PL-8 32 32 64
Plano PL-9 160.29 4 80.01 4 1.58 4
3821.9
3,821.9
113.9 5.3 66.2 0.0 185.5
185.5
236.7 186.9 0.0 423.6
423.6
641.2 320.0 6.3
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
e f g h j k k1 m n q r s t u u1 a3 d1 d1 e1
b t u a3 q d1 d d1 e1
a t u a3 q d1 d d1 e1
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
L2-1/2"x1/4" L2-1/2"x1/4" L2-1/2"x1/4" LAM 12 LAM 1/4" LAM 19 TOR 1"x6" +TA LAM 6 LAM 15 EJE 2" LAM 9 LAM 25 IPE180 LAM 1/2" LAM 1/2" TUBO 2" SCH 40 LAM 9 LAM 12 LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA TOR 5/8"x4" +TA Total VIGUETA INTERIOR C10x15.3 IPE180 LAM 1/2" TUBO 2" SCH 40 EJE 2" LAM 9 LAM 19 LAM 12 LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA Total
B-047
A572-50 A572-50 A572-50 A-36 A-36 A-36 A-36 A-36 A-36 SAE 1020 A-36 A-36 A-36 A-36 A-36 A53B A36 A36 A36 SAE gr5 SAE 1045 SAE GR5
112 100 140 180 241 221 114 240 140 177 80 100
CANT A-36 A-36 A-36 A53B SAE 1020 A36 A36 A36 A36 SAE gr5 SAE 1045
240
221 80 80 100
4 7040 1200 254 1700 292 374 100 100 150 0 0
6 4 4 2 14 2 2 2 2 1 1 2 1 4 2 1 1 2 2 2 6 1
2 2 4 1 1 1 1 4 2 2 6
10.67 11.55 14.10 1.94 1.29 3.84 0.15 3.43 6.84 4.65 5.84 5.19 22.56 6.08 1.81 9.25 1.14 0.75 1.18 0.00 0.00 0.00 786.4
TOTAL PESO kg
12 8 8 4 28 4 4 4 4 2 2 4 2 8 4 2 2 4 4 4 12 2
PESO TOTAL kg
128.0 92.4 112.8 7.8 36.0 15.4 0.6 13.7 27.4 9.3 11.7 20.8 45.1 48.6 7.3 18.5 2.3 3.0 4.7 0.0 0.0 0.0 1572.8
1,572.8
Plano PL-9 160.29 8 22.56 8 6.08 16 9.25 4 4.65 4 5.84 4 1.19 4 0.75 16 1.18 8 0.00 8 0.00 24 416.3
1282.3 180.5 97.2 37.0 18.6 23.4 4.8 12.1 9.4 0.0 0.0 1665.2
1,665.2
Plano PL-9 214.05 4
856.2
VIGUETA EXTERIOR IPE220
A-36
4 8170
1
IPE180
A-36
1200
1
22.56
4
90.2
LAM 1/2"
A-36
254
4
6.08
16
97.2
1804 292
1 1
9.81 4.65
4 4
39.3 18.6
374 100
1 1
5.84 1.19
4 4
23.4 4.8
TUBO 2" SCH 40 EJE 2"
CANT
1749 1894 2312 184 258 184 150 404 241 292 374 232 1200 254 130 1700 91 100 150 0 0 0
CANT
240
A53B SAE 1020
LAM 9 LAM 19
A36 A36
LAM 12
A36
80
100
4
0.75
16
12.1
A36 SAE gr5 SAE gr5
100
150 0 0
2 2 6
1.18 0.00 0.00
8 8 24
9.4 0.0 0.0
LAM 10 TOR 1"x3-1/2" +TA TOR 3/4"x2-1/4" +TA
10/11
221 80
LISTA DE CANTIDADES Y MATERIALES
JATZ INGENIERIA Cliente
CSS
Proyecto
FECHA:
10 OCTUBRE 2011
REV. 2
POS
B-047
UNITARIO DIMENSIONES CANT PESO mm kg Ancho Largo
DESCRIPCION
Total
a1 b1 d1
e1 f1 g1 h1 i1 i2
CANT
TOTAL PESO kg
287.8
Gato Tensor Para Vigueta Especial TUBO 2" SCH 40 A53B VAR 1-1/4" SAE 1045 LAM 12 A36 LAM 9 A36 LAM 9 A36 LAM 19 A36 LAM 10 A36 VAR 1/2" SAE 1020 TUERCA 1/2" SAE Gr5 LAM 40 A36 TUERCA 1-1/4" SCH 40 TUERCA 1-1/4" SCH 40 Total
Total
CANT
80 150 110 80 100
40
4 408 898 100 230 100 339 150 250 40
Plano 2 1 4 2 4 1 2 1 2 1 1 1
1151.1
1,151.1
17.8 22.3 12.1 19.5 12.4 16.2 9.4 1.0 0.0 2.0 0.0 0.0 112.7
112.7
PL-9 2.22 5.58 0.75 2.44 0.78 4.04 1.18 0.25 0.00 0.50 0.00 0.00 28.2
SIN Elementos de avace ni costillares UNIONES Y SOLDADURA 0
11/11
PESO TOTAL kg
8 4 16 8 16 4 8 4 8 4 4 4
Sub Total
40,391
% 0.0 ---------------------------------------------40,391 Total KG
Related Documents
Avance
October 2019 55
Avance
August 2019 67
Avance
June 2020 34
Avance De Octubre
December 2019 20
Informe De Avance 3
June 2020 22
Orbita De Revista De Avance
November 2019 16More Documents from ""
Proyecto Casa Eduardo-techo A.pdf
April 2020 1
