2" (50mm)
Pipedesign
RATING
A
B
C
WEIGHT
STD
38.1
89
65
0.8
XS
SCH.160,XXS
55.6
81
43
1.0
BONNEY FORGE'S STANDARD FITTING (kg)WELDOLET
TYPE
ANSI B16.5
CL.125 FF
CL.300
CL.600
CL.900
CL.1500
CL.2500
CL.150 RF
RF
RJ
152
165
216
235
19.1
22.3
31.8
30.8
33.4
46.1
58.8
25.4
33.3
42.9
D
52
60
70
E
63.5
69.8
79.4
77.8
81.0
109.6
134.9
F
132
140
149
G
143
159
157
160
189
214
H
139
147
156
J
130
136
146
144
148
176
201
K
80
135
N
120
125
190
O
L
T
DIA
5/8"
7/8"
1"
NO.
4
8
L STUD
85
90
110
115
155
185
L MACH
75
RING.NO
R23
R24
R26
S
5.6
4.8
3.2
S : APPROXIMATE DISTANCE BETWEEN FLANGE FACES WHEN RING IS COMPRESSED
WEIGHT OF FLANGE (kg)
S.O
W.N
BLIND
I
1
6
.
5
CL. 150
2.1
2.8
2.3
CL. 300
2.9
3.6
CL. 600
4.4
4.5
CL. 900
10.0
11.0
11.3
CL. 1500
CL. 2500
17.2
19.0
17.7
V
RATING & CONNTION
ANSI CL.2500RJ
MARK
W
GATE
454
GLOBE
CHECK
ANSI CL.125FF
ANSI CL.150RF
ANSI CL.300FF
ANSI CL.300RF
ANSI CL.600FF
ANSI CL.600RF
ANSI CL.900RJ
ANSI CL.1500RJ
178
330
400
203
19
25
232
457
34
292
295
464
371
283
349
13
21
267
451
229
37
296
483
254
41
11
15
28
38
P
D=60.33 mm
INSIDE
d
(mm)
METAL
SECTION
AREA
(cm²)
MOMENT
OF
INERTIA
(cm4)
RADIUS
GYRATION
(cm)
MODULUS
Z
(cm³)
PIPE
Wp
(kg/m)
WATER
Ww
WEIGHT OF FITTING (kg)
OUTSIDE
SURFACE=
0.19 m²/m
90° LR
ELBOW
CAP
TEE
REDUCER
SCH.
THICK
(mm)t
FULL
11/2"
5S
1.65
57.02
3.04
2.08
4.3
2.39
2.65
10S
2.77
54.79
5.01
2.04
6.9
3.93
2.36
STD 40 40S
3.91
52.50
6.93
2.00
9.2
5.44
2.17
0.65
0.23
0.87
0.81
0.74
0.37
0.32
XS 80 80S
5.54
49.25
9.53
36
1.95
11.9
7.48
1.91
0.89
0.33
1.20
1.11
1.01
0.51
0.44
8.71
42.90
14.13
48
1.85
16.0
11.09
1.45
1.33
1.78
1.63
0.75
0.64
XXS
11.07
38.18
17.14
55
18.1
13.45
1.15
1.62
2.01
0.91
0.77
MATERIAL : JIS A 9501 CALCIUM SILICATE MOLDED PIPE INS.NO.2(220kg/m³),W=0.000691T(D+T) D:mm,T:mm
COVER MAT'L PRECOATED GALVANIZED SHEET 0.3mmt WEIGHT IN ( )=0.00943(D+2T),(kg/m) t=mm, d:mm
Wp=0.02466t (D-t) kg/m
Ww=0.0007854 d² kg/m
A=0.007854(D²-d²) cm²
I=0.000004909(D4-d4)cm4
Z=0.00009817
D4 - d4 cm³
THICKNESS
(mm):T
30
40
50
100
150
175
200
1.9
(1.1)
(1.3)
3.7
( 1.5)
5.7
(1.8)
7.0
(2.0)