pesos y medidas del acero
TRANSCRIPT
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7/23/2019 pesos y medidas del acero
1/25
DATOS
GENERALES
E
TUBERA
CAUBRADA
DIMENSIONES
E
LOSTUBOS
DE
ACERO
Y
DE
CONDUEC:.
INOXIDABLE
T,U
BERI
A C
ALI
B
RADA
ffi-zz
z2
zt
n
19
18
17 16
ls
't1
t3
12
'r
0.51
',
0.5,6.
0.64
0.71
0'81
0'89
1'Q7
1'?1
1
47 1'65
1'83
211
2'11
277
,dro.
'
'
O.OZ0
O.Oe
o.ZS
O.mA
O.OZ
0.035
0.042
0 O49
0.058
0 065
0'072
0'083
O 095
0'1Og
1 1
1 0 9
I
3.05
3.40
3.76
4.19
0 .120 0 .134
0 .148
0 .165
rfirn.' Pulg. ,..,.:i :i'
io o. l i
o.r2
0.14
0.16
0
1q
'0
19
0 21 0
?2
0
24
o
25
-- --
--
--
i:
46 o,53
0.59
0.65
0.73
0 82
0
91
0 98
1 07
1
14
--
0.28
0.30
0.34
-Q
3g
0.44
0
18
0 57
0 66
0
77
1 3 5
1 . 4 7
1 . 6 1
1
I ' a
25
1
I
0.32
0.35',
0.0
0.
s9
l .os
1.23
r39
1
57
1
71
1
88
2 01
2
23
- ' i
-
- - -
-
- . E t
o 5
c . 5 o
0 5 7
0 6 2
o l
o g 5
1 C n
1 { 7
1 2 3
1 a 0
1 f
1 1 1 4
1 . 1 2
1 . 2 5
1
3 7
1
5 7
1
8 9
0 9 7
1 . 1 6 1 . 3 5
1 5 9
1 . 7 8
1 9 6
1 7 3 5 1
3 8
4 2 a
47.6
1 7 /8
1 0 ? . l 1 t 1 . 3 3 1 . 5 5 1 8 3 Z O 4 o q a 9 i
1 .67
' , t . 12
1 .65 1 .94
2 .17
2 .40
275
313
356
3 '9O
432
471
150
1.75
2'
230
zsa
zgz
3zz
za
v---. j-g_Jg
5
3
70
a .22
a
63
5 .14
5 .69
4 s
4 . 8 7 5 . d 1
5
9 {
,6 3.27
3.76
{.28
.89 5.36
-
5
35
2 . 0 1
z . u
2 7 7
3 . o 9
e
C g e
z s t l
s g t
o z g
0 g
I
ffi.eo-
s.z
599
6.s7
7.31
8g
r89?
1 6 87
7 .55 8 .40
9 .?4
l
6.78
7 76
8.52
'
9.8
10
44
1:
i s.z4
G.6z
7.55 8.64
9
49
10
5?
1
1
6
1
TUBERIA
DF
CONDUCCION
Dim.
exteror
Grueso
de
pared
Peso
'Cdula
5 S
Cdula
0 S
Cdula
rt0
S
Cdula
80
S
Cdula
16 0
tnch
mm
mm
k g / m i nc h lb / f t
mm
-kg/m
lnch
lb/ft
m m kg /m
nc h lb / f t
mm kglm
inch
tbtfr
m m
kg /m inch
lb/f t
t 8
t l
8
0.105
0.540
0.675
r0-29
13.72
17.14
t25
1.65
f .65
02 8
0.49
0.63
.o19
065
0Fs
0 . r
0J 3
0.12
1.73
2.23
231
03 6
0.63
0.85
.068
.088
.09
024
0.12
0.57
2.41
3.02
320
0.46
03 0
f . t 0
.095
. 1 1 9
.126
0.31
0.54
a.74
l2
a
0.8{0
1.050
tJ15
21.34
26.61
:|t.40
t.65
t.65
fs 5
0.80
r.03
r3 0
:065
.065
.06s
0.54
0.69
0 7
2 . 1 1
2-ll
2.n
t.00
t28
2.08
.083
.083
.r0g
0.67
0.86
1 .40
2.Tl
2.87
338
12 7
r.68
2.5()
.109
. 1 3
.r3:
03 5
1 . t 3
r.68
3.73
3S i
455
' t .62
2 . 1 9
323
147
15 4
1?9
1.09
1 .47
2 . 1 7
4.76
5.56
63 s
t .95
2-89
4.23
.188
.219
.zfi
I .31
1 .94
2.84
2
|.660
t.gfl
23'la
12:t6
4826
s032
f .65
r.65
t.65
f
.65
I
-9 f
2.10
065
.065
,6s
t . t
128
1 .6 f
2.77
2.77
2.n
2.69
3.1
33 3
. '
.1m
.109
t .8 l
2.O9
2.U
356
3-68
3.91
338
.05
5.43
f/t0
1{5
r54
22 7
2.72
3.65
45
5l)8
55t
4.17
5.10
74 7
. l9 t
200
218
3.00
3.63
5.02
6.35
7 . 1 4
8.73
K A N
723
I 1 . r 0
.250
.281
.u4
3.76
4 .86
7.46
2
2
73.t2
88.90
10t"0
2.11
2.1r
2.1,1
3.69
l5l
5 . r8
.o&t
o83
ffrl
2.48
3.03
3.tg
3.05
3.(F
35
52 5
6.t4
7{o
.120
,120
1m
3.53
133
197
5. f6
5.49
5.71
8.62
fi2b
r356
203
216
.n6
5.79
7-5
9.r
7.01
7-62
a.o8
f t.f0
r525
r852
.276
.300
3r8
7.66
1025
1251
9.52
1 t . r 3
't4.90
21.30
375
.438
10.01
14.31
500
55{J:t
.85
'tt{30
t/il,J0
1,f7
?.1 |
2n
2rT
5lrt
9./t7
l r S l
lxt
. tGl
.109
3.gl
636
7.60
3.05
3.f0
3.t{
8.35
fi56
r3.&
.120
.134
.t3l
5.61
7.77
9.
6.02
655
7.f
t6.06
21.76
nn
237
258
28
t0.rc
t/.62
f 8s7
8s6
952
t0.97
nn
fr)s2
a25.2
.337
375
-432
t.98
20.78
2857
13,49
15-87
1826
33.5t
49.0s
67
7
.531
.625
.719
22.52
32.%
4534
E325
10.750
re750
u9m
u3.6
3.85
2,TT
3ro
?'.57
f4 .78
a31
3 t n
.r
.t34
.t56
0.93
't.19
20.s
3.?8
a.r8
as7
r93f
n.7s
3s.c7
l38
t65
lEO
l3.lo
rt35
?a.lf
E. t8
s21
925
ilit9
6q2.
73.75
m.
6s
.f75
2855
t0.8
19.56
pm
l2-m
r210
s{57
8rJ|6
s736
5(n
5{X)
5q)
133{t
1.71
52
23.W
2A
5'I
33.3l
t 1 . 1 8
172.11
238.60
306
,.125
1 i12
74.71
tf5.65
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2/25
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2.544
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0-3048
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metros
pres
yarda
yarda
mi l l a
0.0003048
0 .9144
0 .0009144
1 .609
Km.
metros
Km.
Km.
0 .03937
0 .3937
39 .37
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yardas
pres
yardas
mi l l as
met ros
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0.09290 I
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m i l l a '
acres
16.39
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pulg-l
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ple;
pte
Yd.'
oalones
US
lalones
US
0.7646
0.0037654
3.7854
cml
ml
ml
m, '
0.06102
35.31
1.308
264.2
pulg.l
pulg."
Yd.3
galones
US
litrss
litros
litros
61.02
0.03531
4.2642
pulg.'
pie'
galones
US
I
u l I tDADES
DE
PESo
_J
gramos
Kg.
Kg.
0.03527
35.272.2046
onzas avdp)
onzas
avdp)
Lb.
fo%r."u,rt",
Tons.Mtricas
0.0011023
2204.6
1.1023
Tons.(corta)
Lb.
Tons.(corta)
Libra/pie
Libra/pulg.'
l:ibra/pulg.'
1.4882
6.895
0.006895
Ko/m
Kiiopascales
kPa)
Megapascales
MPa)
onzas
(avdP)
onzas (avdp)Lb.
28.350
0.028350.45359
gramos
Kg.Kg.
Lb.
Tons
(cofta)
Tons.(corta)
0.0004536
907.185
0.90719
Tons.
T3nr.r,tl..
onzas/pie'
305 .1517
grs./m;
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3/25
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RNGULOS
LADOS GUALES
D I ME N S I ON E S
PESO
AREA
EJE
X-X
y
EJEY-Y
EJE
I
s X
r.mn
P U L G A D A
m m ,
Kg/m
Kgs./Uo
Cm 2
Cm q
Cm
Cm3
Lm .
Cm.
I
I
x l / 8 "
x 3 / 1
x I
1 4 " '
t
Y . u .
25.4x3.2
25.4 4.8
25.4 6,3
u,88
L t 9
1 2 3
2 . 22
c.z
7 . 1 4
10.38
13.32
t , t l
1 . 5 2
2 . 21
2 , 80
u.
o.92
1 . 2 5
I
( /
u,c
o . 79
o . 7
o . 7
u,
0 . 5 1
o . 7 2
o.92
u.c
o.76
0 . 81
O,B
u.6
0.5r
0.48
0.48
t - l 1 4 x l l B "
1 - 1
4 x 3 l ) 6
1 - 1 1 4 x l l 4 "
3 l , 7 3 . 2
3 l . 7 x 4 B
3 1 . 7 x . 3
r
50
2,20
2 . 8 6
9.00
,I3.20
t 7 . 1 6
1 , 9 3
2 B l
3 . 72
r 8 3
2,54
3.2
o . 97
o 9 7
o.94
O B C
L l
1 . 4 9
0.89
4.97
1 . O 2
0.
c t
0 r
t - l 1 2 x 1 l B "
t - 12 x 3 1 1 6
l - l 1 2 x 1 l 4 "
38 , I 3 ,238 . I 4 , 8
3B , l
. 3
LB3
2,68
3,48
10,98
I .08
20.88
2 . 34
4.40
3.25
4,58
5.83
1 7
1 7
l 4
t 8
64
20
1 . O 7
1 . 1 2
L t 9
o . 7
o . 7
o . 7
2"xl
lB"
2 "
x 3 1 1 6
2 " x I 1 4 "
2 " S l l
2 "x
3 / 8 "
50
B x 3.2
50.8
4.B
5 0 . 8 x 3
50,B
7.9
5 0 . 8 x 9 5
2 .4
4 . t 5
5,83
6.99
14.76
21.78
28.50
34.98
41.94
3 , 1 0
4 , 61
,0
7 . 42
8 . 7
7 . 9 1
I
1 . 4 5
| 4 . 5 7
1 74 6
1 9 , 9 8
. 0
.57
,5 5
.52
.5 0
2 . 1 3
3 . 1
4 . 1
4.92
5 . 7
.4 4
A A
.50
.55
.3
1 . 4 2
r . 0 2
0.99
0.99
0.99
- t t 2 x . l t
2 - 1
2 x l l 4 "
2- l
12
x
5 l
6
2 - l
2
x 3 l B "
3 . 5 4 . 8
3 5 x . 3
3 5 x 7 9
3.5
9.5
4 . 6 1
. r0
1 ^ ^
8 7 8
27.66
3.0
44.U
52.68
5 , 8 l
7 .68
9,48
l t
1
22.89
29,1
35.38
40.79
9B
96
93
4.92
,39
7 8 7
9 , 3 4
75
B3
BB
93
.24
.24
.22
22
3 " x 3 / l
3 " x 1 1 4 "
3 " x 5 l l
3"x 3/8"
3 "
x
112"
3"
x
5/8"
7
. 2 4 . 8
/ 6 . 2
6 . 3
7 6 . 2 x 7 . 9
76.2
x 9 .5
7 . 2
) 2 . 7
7
.2x 15.9
5 . 9 7
7 . 2 9
9.08
1o.72
1 3 . 9 9
1 7 , i l
35.82
43.7
54.48
83.94
102.66
7 0
9.29
1 , 4 B
1 3 . l
1 77 4
2 r . B
40.5
5 r ,
62.9
7 s 3
9 2 , 4
1
9 , 1
2 . 38
2 . 36
2.34
2 , 31
2 . 29
z . l 4
7 . 3
9 . 5
l ] 6
1 3 .
1 7 . 5
21.3
r
93
2 . 1 3
2 . 2 1
2.26
2 . 36
2.49
. 62
.59
.50
,47
. 4 7
. 4 7
4 " x I 1 4 "
4 " x 5 / t
4 " x 3 i B "
4 ' , x 112"
4"
x 5 lB "
4 "
x 3 l4 "
t 0
t 0
t 0
t 0
l 0
t 0
.
x , 3
. 6 7 . 9
,x 9 .5
.6
x 12.7
.
x 15 . 9
x 19.0
9.82
1220
t 4 5 B
r? 5
23.3
27.53
58.92
7 ? a ^
87.48
r
t7.00
1
0.1
5. 8
12.52
I 5 . 4 8
] 8 4 5
2 4
1 9
29.7
3 5 . 1
124.9
154.4
i B t . 5
231 4
277.2
3 t
8 . 8
3 , t B
3 . r 5
3 . r 2
r 1 0
3.05
3.O2
1 7 , 2
2 1 l
24 .9
3 2 , 3
39,3
4.0
2 , 7 7
2.84
2.89
29 9
3 . 1 2
3 . 2 2
2 , 0
2 . 0
2.O
l . 9 l
I . 9 r
l . 9 l
6 " x 1 1 2 "
"x /8"
52
^
9.5
I52 4
x 12.7
I 5 2 4 x 1 5 . 9
'Z: l
/
2 9 . 1 7
3.01
r33.02
175.2
216.06
2 8 . 3
3 7 . 1
45.87
o4u.
B2B,7
005.
4. 8
4.72
4.67
5 . 8
75.5
92.8
A
t
4 . 2 7
4.39
3 .0 2
3.00
3.00
' J
LADOSDESIGUALES
DTMENSIONES
PESO
AREA
EJE
-X
EJE
Y-Y
EJEZ-Z
I
s
Y I
I
S
X
r.
min
PULG.
KG/M
(GS/PZA
cm2
Crn'
Cm' UM
UM
Cm
Cm
Cm
Cm
6X4Xs/8
6X4Xt
2
6X4Xs/B
4X3Xt
2
4X3X3/8
4X3X1/4
t 52X
0txt5.9
152Xt0, t x12,7
rs2x
0lx9.5
101X76X12.7
l0
x7.2x
.5
t 0r
x7.2x.3
29.76
2 4 . 1 1
't
8,31
16.52
12.65
8.s
'178.5
144.66
109.8
75.90
51.78
3t .71
ou.oc
23.29
20.96
r
.00
10.90
877.OO
723.80
s0.0
210.20
l4.80
I 1 5 . 3 0
4.82
4.86
4 .9 1
3 .
3.20
3.25
87.O2
70.96
u.40
30.97
23.93
't.39
5 . 1
5.05
4.93
3.86
3.25
3 . 5
313.00
21.00
203.90
I 00.70
79.90
5,0.
288
2.9
2 . 1 9
z ,z J
2.26
41
^6 2
34.08
26.22
1 8 .3
14.26
9.83
2.62
2.51
z.Y
2 . 1 1
L9 8
1 .8 8
2 . 1 E
2.21
2.23".
1.62
:
1 .62
PRG 2
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4/25
RCRO
OMRCIRL
REDONDO
mm
.3
7 . 9
9 . 5
12.7
'15 .9
t 9 . t
2 2 . 2
25.4
28.6
3 1
8
3 4 . 9
3 8 .
4 1 . 3
44.5
44.7
s0.8
1
4-.
5 / t
3/8
v2
5/B
3 14
7 t8
I '
r - r /B
1 - 1
4
r
3/8
1-1
2
r
5/8
1 -3 t4
1- t
8
2 '
3r .7
49.5
7 t , 3
126.7
197 .9
285 .0
387 .9
50.7
4r .3
7 9 1 . 7
9580
I I 4 0 . 1
r
338.0
r
551 .8
r 78 r
3
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.049
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1
227
r
485
1 .767
2 .O 7
2.40s
2 .761
. 1 4
249
|
1.4e
.ee{
I
5.e
r .552 I
9.31
2.235
ls.l
3.045
|
18.27
3.973
|
2s,83
5
002
|
30.01
6.208
| st.z
10.49
|
62.e4
12.17
ts.oz
l3 97
I
$ .az
7
514
I
45.08
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I 54.00
CUADRADO
mm2
|
eutg.2
9 . 5
12 .7
1 5 . 9
I 9 . 1
22.2
a ^ A
28.6
3rB
34.9
38 .
A
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s0.B
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90.73
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81 .53r008.07
12t9.77
l45r
2
4,27
4.59
I 1 .8
r 7 , @
23.26
30.39
38.45
47.47
57.45
8.37
93.0
121,54
. t4 r |
0 .712
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|
1.266
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1oo0
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5.05
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r .891 9 .s75
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I 1.395
3 .03
r5 .510
4.000
I 20.258
t^DO
PRG3
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5/25
SOLRRS
DIMENSIONES
PESO
mm PULGADA
KG/M
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TUBRIR
STRUCTURRL
Resistencia
la ensin.
mnimo
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7/23/2019 pesos y medidas del acero
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PRFIL
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PRFIL
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23.252
33.300
28 .313
40.90
52.458
38.435
5.105
72.717
7t .303
92.977
8.487
r
13.23
9.612
1
.1
I
L840
23.252
58,33
110 .874
t5,8 ' t9
t4 t .837
20. 30
172.709
249.527
319.994
324.454
342,240
443.574
434.948
57.10
527,571
690.740
58.33
I
I
0,784
72.224
141 .837
14.420
28.313
40.90
25,410
8.487
87.962
172,709
249.527
l55.ml
527.571
CALIBREESPESOR Kgs. 6.10m
.ESTRUCTURAS
-COLUMNAS
.PUENTES
-POSTES
E
ANUNCIOS
.Y
MUCHAS
PLICACIONES
AS
.TRABES
.LARGUEROS
.BASES
ARA
MAQUINARIA
^ ^ ^ ^
H(-7.
-
7/23/2019 pesos y medidas del acero
10/25
LRMINR
OLRDO
RLINT
Y
ROLRDO
RIO
Colre
N o .
q
^
Espesor
en
mm.
3.0379
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8 9 7
Pesoen
Kg/m2
Espesor
n
decimoles
de
pu lg .
0.2391
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I 943
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1644
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85.048
7
6.543
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503
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79.378
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48.82
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7
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30.52
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47.627
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r 7010
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2 7
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23
24
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26
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2
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954
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5. r03
4 . 6 7 8
350
5 897
5
443
4 989
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X 2 4 3 8
( 3 '
x B ' )
-
7/23/2019 pesos y medidas del acero
11/25
E
PLRCR
RCRO
---rl
MEDIDA
Pies I
Metros
t '
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mm .
7 8',
22 .2
mm.
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19. r
mm.
5/B'
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mm.
1 t2 '
12.7
mm.
3 iB
9 . 5
m m.
5%r
7 . 9
mm.
| 14"
6 . 4
mm .
3 / l '
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mm,
3 ' x 0 '
4 ' x l 0 '
5 ' x l 0 '
5 ' x l 5 '
5 x2O'
6 'x2O '
( .914x3.05)
(1.22x3.05)
( l .52x3.059)
(1 .52x4 .57)
(1
52x0)
( l .B3x . . l0 )
6 6 q
740
925
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3BB
I 850
2220
486
648
B t 0
1214
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r 943
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555
694
r
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388
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347
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578
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278
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833
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434
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k i los
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5.793
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LAMINA
ANTIDERRAPANTE
ESPESOR
F E ) U
E N
DIVERSAS
I t i l ^ ^ c c
PESO
DEL
MATERIAL N
HOJ
Pulg.
m m.
(Ks./m2)
3xB
(0
9144
2.43fJ4\
3x1
(0 . 914
__ .048)
Cal .114
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3/1
6
C a l .
0
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1/ 8
C a l . 1 2
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C a l . 1 4
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C a l . 1 8
6.35
4.76
3.42
3 . 1 7
2.66
2.27
1 . 8 9
1 . 5 2
't .4
(s0.8)
(38.08)
(27.%)
(2s.36)
(21.28o)
(18.30e)
(1s.2s7)
(12.2o)
(s.76)
61
00 3
56.244
47.488
40.823
34.01
24.494
21 776
1 4 1 . 5 8
106. ' t
3
76.255
70.680
59.31
51
02 9
42.524
34.01
27.215
PRG O
-
7/23/2019 pesos y medidas del acero
12/25
LRMINR
RLVRNIZNDR
oAPACIDAD ECARGA lvA
NETA
KG/Mz)
ACANAI-ADO
-72
R-101
cr-ARO
NTRE
POYOS
MTS')
30
28
26
24
22
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811
67
116 i
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7s
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\
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CoNTINUO 28
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O
I
26
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24
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22
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APOYO
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s .001
I
I
74
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66
95
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pisos
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21
20
34
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4080
36
26
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1 252
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32
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44
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PRFILS
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14/25
TABI-AS
DEPESOS
CAUBRES
",
..
Longltud
Estndar6.00
Mts. Salvo
ndlccln
en contrarlo. PeoTerlco.
KILOS KILOS
PIEZA
No.
Calibre N
PLOl.lG. POR
FOR POR
MTS. METRCI
PIEZA A
KTLOS KTLOSP|EZS
No.
Calibre N PLONG.
POR POR
POR
MTS.
METFO PIEZA ATADO
&
M-601.
r8
n
M-724. r8
20
M-7 18
&
P.1@
te
n
P-r50
r8
I
P-200 r8
a
P.250
'r8
n
P.300 |I
20
P.4m 18
K.r50 r8
K-2@. 18
20
K-3@ 18
20
c.o50
r8
x
2 0 x
C-O75
18
rBlr.
n BtG.
c . r @
14
x
1 6
x
t
8 xBtc.r
20
xBlc
x
c - r 25
1 4
x
t 6
x
,t 8
2 0 X '
c-150
12.
X
r a
x
1 6
x
r8
-a
x
2 0 x . x
c . 175 .
r a -
x
1 6 xc - m 12 : . x
t a x
R . 300
14
X .
l 6
t o
20
R{@
l.
x:
x
x
t a
x
_ - - _ - 3 o
t t o
1
1 6
x
-
- - - - 2 a .
l a a
1
r 0 x 2 0 r 2 0 8
.
c.250
r2
x
5 2 31.2 I
r .
x
3 . 7
n2
, l
16
x
3.0
16.0
,l
RO50
18
X .1
2a 20
R.r@
r8
x x
o.7
1.2
20
R- r 25 r 0
r
x
1 . 0
6 . 0
10
& x 0 . 7 1 2 r o
R . 175
l8
X t . e 7 . 2
r 0
n x:
x
0.9
5t
10
R.2oo
r
--
\
z.g
r3.8
I
t6
X
' . .
r A
10 . 8
I
r 8
x
x \ . t 5 9 0
r 0
&
x t r
6 6
t o
R- 225
18
X X 15
9 . 0
t O
n
x r r
6 . 8
t 0
R- 249
r8
X
1 8
t o . 8
I
& X l / t 8 . 4 IF-250 12 x {l 24.6 I
X
5.5O
1.7
9.l
7
X
5.5O
2.6
l(.3 6
x 5.50 2.O r1.O I
x
3.05 2.1 7.3
10
x
3.o5 1.8 5.5 10
x
5.5O
2.7
ll .g
E
x
5.50 2.O 11.0 6
X 1.4
8.a I
x
' r .1
6.6 I
x r .7 10.2
I
x
r .3 7.s I
x 1 . 9 1 r . 4
I
x r . 4
8 . 4
0
x
2.1
12.6
6
x r .6
9.6 6
x
2.4
14.1
6
x r . 8 r o . 8
6
x
2.8 16.8 a
x 2.1 12.e 1
X
-
1 . 9 t t . l
I
x r . i
9 .0 I
x
3.05 2.3
7.0 r0
x
3.05
1.7
5.2 lO
x 2,6 15.6 r0
x
2.0
12.O |
0
0.5
3.O 20
0.r 2.4
&
o.7
. .2
n
0 . 5 30
&
1 5
9 . O 10
'
t 2
7 . 2 t O
r . o
6 0
' r 0
0 7
4 2 r O
r
9
1 1 . 4
r . 5
9 0
1 2
7 2
0 9 5 / a
3 1
1 8 6
2 3
r 3 8 1
i
I
l o 8
_r-5
90
r
I
6 6
3 7 2 2
2 6 r 5 5-
a
l
2a6
30
r8.o
3./t.
n. a
2 7 1 6 . 2
, 2 2
r 3 . 2
_ t 6
-
9 . 6
.'t
za.e
3 3 r9.g
2
7
16.2
20 t 2 . o
A
t o
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t
I
r 9
'to
I
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I
x
x
'r 5
1 8
x
2 0 x . x
I
t
t
6
6
I
I
l
a
n 80 REDONDO
TOiSTRTAL
DIAIIETROEXTERIOR
PESOTEORI@
PULG mm
Catbc. POR POF POR
IIETPO PIEZA ATADO
r o t f 8
n
r o 3 1 8
1 0 6
t 8
20
1 1 6
n
i l g 1 8
n
r 2 0
1 8
n
l21 r
a
n
122 18
n
r23
20
124 18
126 1E
n
127 18
20
1 3 1
n
1 4 4
t 8
n
145
20
117
20
20
n
n
I
8r
Vcr
149r
Vsr
1 $ 4 1 8
20
r 5 5
&
156
20
20
l
58
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n
1 5 9
r g
I
1 6 0
r 8
20
163'
n
154. n
165.
20
'166.
20
169
n
1 7 0
n
1 7 1
n
r80
&
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20
183
22
212clp'
24
clp' 24
slp' 24
2 1 4 c l p ' 2 4
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1 1 0 .
2 0
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8
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18
1 3 1 0 .
l 8
1400
18
1500 ta
1 6
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20
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20
M.225
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M.525
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8.7
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