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AXIS X-X
Area of
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AXIS Y-Y
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S(in.3)
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1 = Moment of inertia
S = Section modulus
R = Radius of'gyration
Beam and Column Loads Data. 'Channel Catalog Number
A-12
Beam Span :or:Uribraced
Uniform Load at Stress of
Deflection at Stress of
Colu•Alill Height
25,000 PSI (lbs.)
25,000 PSI (in.)
18" 24" 30" 36"
.031 .055 .086
2213 1680 1340
.125 .168 .225 .356
72' 84" 96" 120"
2213 1680 1340 1125 950 855 690 555 490 433 335
-594 .693 .915 1.382
1125 950 757 484 336
18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 120"
6530 4895 3800 3100 2700 2300 1930 1560 1360 1200 953
.018 .033 .050 .070 .097 .124 .203 .284 .393 .438 .680
42" 48" 60"
A-12A
.
Uniform Load (lbs.) Maximum When Maximum Allowable.Load Deflection = 32
of Column (lbs.) 11300 9700 8850 8600 7550 6720 5800 4970 4250 3500 2100
247 189 121 6530 4895 3800 3100 2700 2300 1930 1560 1210 926 593
·
24340 21800 21500 21000 20600 19900 17950 15940 14750 12650 8000
.
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Elements of Section Channel
AXIS Y-Y
AXIS X-X
Area of
Catalog Number
Weight lbs./ft.
Section Sq. In.
•(in.4)
S(in.3)
R(in.)
1(in.4)
C-12
1.27
.375
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C-12A
2.54
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1 = Moment of inertia
.
S(in.3)
R(in)
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.155
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.252
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R = Radius of gyration
S = Section modulus
Beam and Column Loads Data Channel Catalog Number C-12
Beam Span or Unbraced Column Height
Uniform Load at Stress of 25,000 PSI (lbs.)
18" 24" 30" 36"
760 555 450 370 320
.058 .103 .150 .230 .300 .409 .644 .925
700 506
6700 6250 5300 4100 3950 2720 1950 910 665
120"
275 223 185 157 137 109
1.220 1.649 2.574
365 240 185 136 86 58 43 34 20
18" 24" 30" 36" 42"
1270 1270 1215 1012 870
.026 .051 .090 .136 .180
1270 1270 1130 1013 840
15890 15700 14720 13660 13050
48" 60" 72" 84" 96" 120"
759 607 506 432 380 302
.245 .381 .548 .743 .971 1.517
624 399 278 179 156 99
11530 9450 6780 4850 3750 2450
42" 48" 60" 72' 84" 96"
C-12A
Uniform Load (lbs.) Maximum Deflection at Stress of When Maximum Allowable Load 25,000 PSI (in.) Deflection = of Column (lbs.)
·
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Elements of Section AXIS X-X
Area of
Channel Catalog Number'
Weight lbs./ft.
D-12 D-12A
·
AXIS Y-Y
Section Sq. In.
i(inb)
S(in.3)
R(in.)
1(in.4)
S(in.3)
R(in )
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725
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4.94
1.450
2.865
1.175
l A05
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1 = Moment of inertia
S = Section modulus
R = Radius of gyration
Beam and Column Loads Data Channel Catalog, Number D-12
Beam Span or Unbraced
Uniform Load at Stress of
Defiection at Stress of
Column Height
25,000 PSI (lbs.)
25,000 PSI (in.)
18"
.022 .039 .062 .088 .120 .154 .246 .354 .475 .626 .962
4400 3280 2650
7T 84" 96" 120"
4400 3280 2650 2180 1880 1620 1320 1100 930 820 645
335
10500 9800 9650 9000 8800 8150 6900 5850 5000 4450 3200
18" 24" 30" 36" 42" 48" 60" 72" 84" 96" 120"
13000 9800 7700 6450 5450 4800 3850 3200 2750 2420 1920
.012 .021 .032 .047 .063 .083 .130 .187 .255 .335 .519
13000 9800 7700 6450 5450 4800 3850 3200 2750 2420 1846
18500 18450 18380 18300 18200 18100 17900 17550 16650 14800 9000
24" 30" 36" 42" 48"
60"
D-12A
Uniform Load (lbs.) Maximum When Maximum Allowable Load Deflection = 9
2180 1880 1620 1320 930 684 523
of Column ( lbs.)
team loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply. uniform load at able by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflecon is a factor use deflection of *..
:olumn loads: Loads listed are for. unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or unched channel reduce load rating 10%.
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Elements of Section AXIS X-X
Area of
AXIS Y-Y
Channel Catalog Number
Weight lbs./ft.
Section Sq. In.
1(in.4)
S(in.3)
R(in.)
1(in.4)
S(in.3)
R(in)
E-12
3.06
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1.078
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1 = Moment of inertia
S = Section modulus
R = Radius of gyration
Beam and Column Loads Data Channel Catalog Number
E-12
Beam Span or Unbraced
Uniform Load at Stress of
Deflection at Stress of
Column Height
25,000 PSI (lbs.)
25,000 PSI (in.)
Deflection =
36"
3700 2800
.069
3700 2800 2150 1750
48" 60" 72' 84" 96" 120" 144" 168" 192" 240" E-12A
72" 84" 96" 120" 144" 168" 192" 216" 240"
2150 1750 1500 1350 1100 880 750 650 530 5500 4900 4000 3200 2750 2320 2000 1790 1610
.125 .187 .264 .359 .482 .768 1.062 1.437 1.859 2.961 .145 .205 .250 .391 .581 .778 1.002 1.276 1.575
Uniform Load (lbs.) Maximum When Maximum Allowable Load
1461 1118 716 497 365
of Column (lbs.) 10000 8000 7100 6620 5000 4780 4400
279 179 5500 4900 4000 3200 2750 2085
13000 11200 10000 8800
1597 1261 1022
Beam loads: Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load at table by .5 and multiply the deflection by .8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of 15.. Column loads: Loads listed are for unbraced heights as listed. Modulus of elasticity = 29,000,000 PSI. Slotted or punched channel reduce load rating 10%.
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PIPE CLAMPS Pipe Clamps for Rigid Conduit
:2
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Catalog Number
O.D. .840 1.050 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 6.625 8.625 10.750 12.750
RIGD 1/2 RIGD 3/4 RIGD 1
RIGD 1'/4 RIGD RIGD RIGD RIGD
11/2 2 21/2 3
RIGD 3'/2 RIGD RIGD RIGD RIGD RIGD RIGD
4 5 6 8 10 12
Weight lbs./100 11 15 17 19 29 34 40 47 62 67 80 102 123 143 198
Metal Gauge
Design Load at Safety Factor of 5
16 14 14 14 12 12 12 12 11 11 11 10 10 10 10
400 600 600 600 800 800 800 800 1000 1000 1000 1000 1000 1000 1000
Pipe Clamps for E.M.I Catalog Number EMTC EMTC EMTC EMTC EMTC EMTC
O.D.
1/2 3/4 1 11/4 11/2 2
.706 .922 1.163 1.510 1.740 2.197
Weight lbs./100 9 11 15 18 29 33
Metal Gauge
Design Load at Safety Factor of 5
16 16 14 14 12 12
400 600 600 600 800 800
05
For 21/2 - 31/2 and 4, use same size rigid clamps. Universal Pipe Clamps for Rigid and E.M.T. Catalog Number UNIV UNIV UNIV UNIV UNIV UNIV
1/2 3/4 1 11/4 11/2 2
O.D. .701 - .875 .917 - 1.081 1.125 - 1.375 1.500 - 1.691 1.735 - 1.931 2.192 - 2.400
Weight lbs./100 11 15 17 19 28 33
Metal Gauge
Design Load at Safety Factor of 5
16 14 14 14 12 12
400 600 600 600 800 800
Pipe Clamps for Copper Tubing O.D. Size Catalog No. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. O.D. Ft.1.*.1,F,5*•»-
6
CP CP CP CP CP CP CP CP CP CP CP CP CP CP CP
3/8 1/2 5/8 3M 7/8 1'/8 13/8 15/8 21/8 25/8 3'/8 348 41/8 5'/8 6'h
Nominal Tubing Size
Weight lbs./100
Metal Gauge
Design Load at Safety Factor of 5
1/4 3/8 1/2 5/8 314 1 11/4 11/2 2 2112 3 31/2 4 5 6
8 8 9 9 10 14 15 17 30 35 39 48 65 75 96
16 16 16 16 14 14 14 14 12 12 12 12 11 11 10
400 400 400 400 600 600 600 600 800 800 800 1000 1000 1000 1000
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Weight lbs./100 8 8
1/2 5/8 3/4 7/8 (Rigid 1/2) 1 ( Rigid 3/4) 11/8 11/4
9 9 11 15 16 18 16
13/• (Rigid 1 ) 11/2
17 18
15/8 (Rigid 11/4) 13/4
19 28
17/8 (Rigid 11/2) 2 21/8 21/4 23/8 (Rigid 2) 2112 25/8 23/4
28 31 31 33 34 35 35 38
2,/8 (Rigid 21/2) 3
40 39
31/8 31/4
39 45
33/8 3'h (RIGD 3) 35/8 33/4 37/8 4 (RIGD 31/2)
46 47 54 54 60 62
41/8 41/4 43/8 41/2(RIGD 4)
64 64 65 66
4% 43/4 47/8 5 51/8 51/4 53/8 51/2 55/8 (Rigid 5) 53/4 57/8
64 72 73 68 68 77 79 79 88 90 92
Metal Gauge
Design Load at Safety Factor of 5
16 16 16 16
400 400 400 400
16
400 400 600 600 600 600
16 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 10 10 10 10
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Metal Gauge
6 61/8
87 96
6•/4 63/8 61/2
98 96 100
10 10 10
65/8 (Rigid 6) 63/4
102 96
67/8
100
7 71/8 71/4 73/8 71|2
108 110 111
75/8 73/4 77/8 8 816 81/4 83/8 81/2 85/8 (Rigid 8) 83/4
110 111 120 122 124 125 114 128 123 122
8,6 9 91/2 95/8 10 103/4 (Rigid 10) 11 115/8 12 1244 (Rigid 12)
119 118 126 129 135 140 145 151 156 153
O.D. Size Catalog No.
600 600 800 800 800 800 800 800 800 800 800 800 800 800 800 800 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
113 104
10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10
Design Load at Safety Factor of 5
1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
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CUSHION CLAMP 0 Material - Clamp: Carbon Steel (Also available in Stainless Steel), Cushion: Thermoplastic elastomer.
12
o Available in tube sizes from 1/4" to 61/8", Pipe sizes from 1/4" to 6". • Strut mounted clamp assembly absorbs shock and vibration.
1222* as Od
0 Reduces unwanted noise and prevents galvanic corrosion. 0 Cushion withstands the effect of most oils, chemicals and industrial cleaning compounds in temperatures -50° F thru 275° R 0 A shoulder stud fastened to one clamp half eliminates rotation and over tightening while a nylon insert nut assures a positive lock.Shoulder stud is furnished on all sizes from 1/4" O.D. thru 13/8" O.D. • Clamp comes in gold electro-dichromate finish (Also available in electro-galvanized and hot dip galvanized finish). Cushion hinge design allows easy installation and is furnished on all sizes from 1/4" O.D. thru 15/8" O.D. o Order by Figure Number, O.D. or IPS pipe size. SHOULDER STUD \ \ \
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Nominal S ize
B
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A O.D.
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1/4
.25
.6 2
.27
.98
2
2.00
2A5
1.15
3.04
3/8
.3 7
.82
.33
1.13
21/8
2.12
2.57
1.27
3.23
1/2
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.94
.40
1.34
( IPS 2)
2.37
2.82
1.41
3.67
.54
.98
.43
1.34
21/2
2.50
2.94
1.46
3.79
.6 2
1.06
.46
1.54
2%
2.62
3.07
1.53
3.92
( IPS 3/8)
.67
1.13
A9
1.54
(IPS 21/2)
2.87
3.32
1.66
4.17
314
75
1.20
.52
1.68
3
3.00
3.57
1.78
4.42
( IPS 1/2)
.84
1.29
.58
1.82
31/8
3.12
3.57
1.78
4.42
1.00
1.44
.65
1.95
35/16
3.31
3.96
1.90
4.75
1.05
1.57
.70
2.08
( IPS 3)
3.50
3.95
1.97
4.79
11/8
1.12
1.57
.70
2.08
354
3.62
4.20
2.03
4.11
1114
1.25
1.70
77
2.21
(|PS 31/2)
4.00
4.45
2.28
5.42
1.31
1.76
.81
2.34
41/8
4.12
4.57
2.34
5.54
1 V8
1.37
1.82
.83
2.34
45/16
4.34
4.96
2AO
5.84
11/2
1.50
1.95
.90
2.47
( IPS 4)
4.50
5.95
2.53
5.92
1 5/8
1.62
2.07
.96
2.60
51/8
5.12
5.57
2.84
6.54
1.66
2.17
.99
2.73
( IPS 5)
5.56
6.01
3.06
6.92
13/4
1.75
2.20
1.02
2.73
6'h
6.12
6.57
3.34
7.54
UPS 1 'h)
1.87
2.32
1.09
2.86
( IPS 6)
6.62
7.07
3.59
8:23
( IPS 1/4) 5/8
1 ( IPS 3/4)
( IPS 1 )
(IPS 11/4)
8
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Cushion Strip • .2 .
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CUSHION STRIPS & (
NEOPRENE 9 , 9 :- .,IS0LATORS -- : , ':>5 ./1. 0 Material - Cushion strip Is manufactured from a thermoplastic elastomer, cushion strip is designed for·use from -50°F. • thru 275° R Neoprene isolator (Fig. N-10) manufactured from neoprene, nitrile and SBR rubbers. Neoprene isolator
11 1,
is designed for use from-20° F thru 190° R Features - Both cushion strip and neoprene isolators reduce unwanted noise and prevent galvanic corrosion
/2
i
Easy stocking - Cushion stri!5 and neoprene isolators are packaged in 20 foot rolls for convenience in handlirig and
22 : 08
storage: ·. Easy measuring - The cushion strip is marked in 1/4" increments for fast measuring and cutting eliminating waste. No-slip security- Lock lip. edges insure that cushion strip will remain in place with balance grip. Clamps - Available,·electro-galvanized, gold'electro-dichromate, hot dip galvanized and stainless steel. Order by product type.
Neoprene Isolator Tubing O.D.
Pipe, IPS
i/4
-,
3/8 1/2 5/8 314 7/8 1 11/8 13/16 11/4 13/8 11/2 1 5/8 144 17•8
1/4 3/8 1/2 314
1
11/4
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2
2'•2 23h 27/8 3 31/2 4 492 51/8 51/2 61/8 61/2
Cu'ihion*Strip 7/8 S . ·· , · ...11/8 -t• '"'t 11/2 2 Th 3 31/4 35/8 3718
2 21/8 2/4 23/8
Cutting
Schedule for
212 3 31/2
4 4112 47/8 51/4 51/2 6 63/8 63A 71/4
·792 8 83/4 91/4 91/2
314
l'h 1% 2 23/8 23/4 31/8 31/2 344 37/8 4•/8 43/4 51/8 5112 57/8 61/4 65/8 71/8 Th 77/8 85/8 9 93/8
4
-44
11 125/8 141/8
5
151/2
16'/8 17'14
18'/2
191/4 2036
6
11 121/4
Cutting Schedule for Neoprene Isolator
\
Clamp Size
\
112 5/8 314 7/8 1 11/8 11/4 13/8
. t \
\
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.
499,31 -
NEOPRENE PAD
11/2 11/2 1% 1 3/4
1 '/8
Cushion Strip
2 21/8 21/4
\
248 2112 25/8 23/4 3 31/8 31/4 33/4 41/4 4 44 548 53/4 648 644
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SPRING NUTS 2
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Nuts without Springs Catalog No. & Size
Threads perlnch
Weight lbs.MOO
NUT 1/4 NUT 3/8 NUT 1/2
20 16 13
7 9 11
13
11
NUT 3/4
11 10
NUT 7/8
9
14 12 20
95 021
NUT 1/2 "C" Channel NUT 5/8
Top Spring Nut
Catalog No. & Size
Threads per Inch
Weight lbs./100
20
7 10
TSN 1/4 TSN 3/8
16 13
TSN 1/2
12
Spring Nuts for A&B Channels
Catalog No. & Size
Threads perlnch
SPRA 1/4 SPRA 3/8
20 16 13
SPRA 1/2 SPRA 5/8
11 10 9
SPRA 3/4 SPRA 7/8
Weight lbs./100 8 10 12 21 21 21
11«
Spring Nuts for C&M Channels
Catalog No. & Size SPRC SPRC SPRC SPRC SPRC
Threads per Inch
Weight lbs./100
20 16 13 11 10
8 11 11 11 11
1/4 3/8 1/2 5/8 3/4
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Threads per Inch
Weight lbs./100
20
9 10
SPRD 1/4 SPRD 3/8 SPRD 1/2
16 13
SPRD 5/8 SPRD 3/4
11 10
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Stud Nuts for D&E Channels Catalog No. & Size SPRM SPRM SPRM SPRM
1/4 3/8 1/2 5/8
Stud Length X X X X
(7/8) (7/8) (11/8) (11/8)
.-I
Studs are available in any length. Specify length by changing sumx.
.-
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Standard available lengths are: 7/8", 1 1/8; 1 V:, 1'/," and 2'/,"
Channel Nut Load Chart Channel Size Resistance to slip Pull out strength
12 Gauge lbs.
14 Gauge lbs.
1500 2000
1000 1400
· Includes minimum safety factor of 3. · Chart is based on 1/2" channel nut size.
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FLAT FITTINGS e 15/8"
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SIZE INFORMATION
2•
Standard Series
: 021
Hole Size
9/16"
Hole Spacing
17/8" o.c.
Thickness
1/4"
Width
15/8"
Std. Finish
E.G.
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31/2"
WLD«
F-09
Cat.#
Bolt Size
Cat. #
Bolt Size
F-13
5/16"
F-14
3/8"
F-15
1/2"
F-16
5/8"
F-10
5/16"
F-11
3/8"
F-17
314"
F-12
1/2", 5/8", 3/4"
F-18
7/8"
F-10, F-11 & F-12
F-13 - F-18
0 0
0
0
0
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53/8
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F-20
31/2"
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17/8"
15/8"
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L-12 (3")
L-16 & L-17
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L-29 ( 37/8")
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Width
1 5/8"
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L-40
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L-43
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Other angles available. Consult.factory
A OtheraAgles'avallable. 49/16
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Secures 3/8" thru 7/8" hanger rod.
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L-48
L-47 15/8"
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SIZE INFORMATION
2E•"2
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Hole Size
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Mounting hole
3/4"
1
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POST BASES
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3-5/16•'kf•• rf}
SIZE INFORMATION Standard Series Hole Size
9/16"
Mounting hole
3/4"
Std. Finish
E.G.
\
1»·:j/
3112'
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70
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U-SHAPE FITTINGS /2
SIZE'INFORMATION
/%
15/8"
Standard Series
27/16'
/%
Ja if 22
Hole Size Hole Spacing
17/8" o.c.
: 021
Thickness
114"
Width
1 5/8"
Std. Finish
E.G.
· 9/16"
. .
0
:
13/16"
0
Specify type channel by changing suffix.
05
/
53/8"
53/8"
. .
.
0 52/8"
.
U-11(C)
U-10(A)
U-12(D)
..4
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31/4"
...
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0 53/8"
53/8"
100" 7'/4"
|1 1/2.-.JJ
U-16
U-13 (71/4")
LA"= 4 1/32"
%/
1'
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71/4"
0
0
0
0 0,
Specify type channel by changing suffix.
U-18
0/44 U-24(A)
U-22(A) "A" is available in any length. Specify
25/32"
length by changing
<Alll»
5>\104, \
1/2' x 13
325/32•
•><4
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17/8"
U-26 20
•
Thread --•
«1"718" U-27(A)
Jobsite Supply
1./.10.1 C M-4, \»LI. -Y l 7/8.
(typ)
U-28
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U-SHAPE FITTINGS
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2 5/32"
Standard Series Hole Size ' 9/16" Hole Spacingr: 17/8' O.C. 3)4: Thickness
314"
•61 7/8"
1/2" x'13 Thread
u, Vt •2
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12
1
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-
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1/4"
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Wl \:f
1/r x 13 Thread -1 I
U-29
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YA
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U-31
U-30
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110-
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U-32
34'r I I •
U-33
Z-SHAPE FITTINGS
Standard Series
Specify type channel by changing suffix
11/8"
- 0
t 518"
11\
•,11'+ -1.... 15/8" ·1,5/8"
/\
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•1 3.51\»
«15 Z-15
'A" is available in any length.' Specjfy Iphgth by changing sumx
15/8".] p<,7.
ks 11 Y-,
Z-10(A)
U-34 SIZE INFORMATION
1'1/16" /
«21/2.
.-· 1\4 171
A,
<A.• -4. 5" 6" 7"
.-3 Z-17(4")
Hole Size
9/16"
Hole Spacing
17/8" o.c.
Thickness Width
1/4" 15/8' .
Std. Finish
E.G. 0
31/2
- 31
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17/8
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WING SHAPE FITTINGS SIZE INFORMATION (/3
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Standard Series Hole Size
9/16"
JO if 22
Hole Spacing
17/8" O.C.
Thickness
1/4"
Width
: 021
Std. Finish
15/e" - - 17/8" t.w.
1-
3 314-
4
3< hys bgy 35/8" A- --c e
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W-11 R&L
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17/8 33/4 e
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37/8"
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W-14
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5 13/32"
9 5/32"
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17/8 17/8"
33/4"
37/8"
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WING SHAPE FITTINGS SIZE INFORMATION Standard Series
12
Hole Size
9/16"
Hole Spacing
17/8 036 o.c.
Thickness
1/4"
Width
1 5/8"
Std. Finish
E.G.
u, if E m
1-=
: 08 95/32"
513/32" 5 13/32"
17/8"
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17/8"
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37/8"
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W-20
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Max. rec6mmended loads include a min. safety factor of 3. Standard finish is
31/2"
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-
54,
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ROLLERS
i
0
9/16'0 -.*
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9/16•0r 1
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11/4'5//
Pipe Rollers for Pipes up to 4"-4
Single Trolley
Double Trolley
ROL-10
ROL-11
ROL-12
Max. Recommended Load 300 lbs.
Max. Recommended Load 600 lbs.
Max. Recommended Load 400 lbs.
/---1
1\/
Pipe Size 1 1'/ 1 '/2 2 2'h 3 3'h 4 5 6 8 10
\\
8. -is....1.. *ji T
f.
i
Dim. A 63/8 63/8 693 69, 6,/8 7'/8 7,/s 8,A 8,/8 9Ve 9,4 93/3
Dim. B 2 13h• 3 31/8 31/2 3,/5 3'/• 4,14 4A 4'/8 5'h 6'/, 7'/3
Part . No.
Pipe . '° Dim. Size .A 13/,6 2 l'he 2'h 1'/,6 3 3'/2 1'/,6 1,11 4 5 171t8 11/16 6 19. 8 10 l'Vt* 12 211 16 14 TI 16 16 . 25/0 - 18 Tls 20 2Vs
ROL 1FA
ROL 16-B ' ROL 16-C ROL 1FD ROL 16-E /-- 3\\
Pipe Rollers for Pipes up to 10"-4
1\/
ROL-13 Max. Recommended Load 600 lbs.
STEEL
\\
Part No. 2-3 4-6 8 - 10 12 - 14 16 - 20
1
S. 11» 1» \,
SIZEl 1 -,*-
.<1..«i'.=&DI /E.0
Dim. B 5'/4 5'/4 5,/4 5'h 6,/4 6'/4 6'/4 8'h 8'h 11'h 11 3/4 12'/s 12'/* 120
Dim. Dim. Max. Rec. D Load lbs. C 3'/8 6'A 30 6'/• 390 311/,8 6'/• 3,5/,6 6,/a T/ 042 43/8 45116. Tls 600 7,/s 5'1 'S 7V,8 10'/5 800 101/8 8'h 135/8 10 1300 105/8 15 12 1498 13'/, 04214'/s 2300 14'/,e 145/8
• Dim. Steel Design E Size Load Wt./100 1 9/16 1/4 x 1'/0 390 177 • 9/16 1/4 x 15/8 600 231 1 9/16 1/4 x 1'/, 800 542 • 13/16 3/8 x 2 1300 1040 1 13/16 3/8 x 2 2300 1508
\22<19 ROL-16 Pipe Rollers for 2"4 - 20"-+ Pipe Pipe Size 6 8 10 12 14 16 18
Dim. A 10'Vii 11'3/,6 12'/s 137/8 14'h 15'h 16'h
• 1 I ; , 1 I 1
Dim. B 6*hs 7/3 8'/,s 9,/ 036 93/4 105/8 117/18
1
).
+
C
I 33/4" /
r 1
««
1,,
A"
'
ROL-14 Max. Recommended Load 1350 lbs.
Jobsite Supply
-J
31'9 4 6.
1
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Pipe Rollers for 6"-+ - 18"-+ Pipe
I
24
) 1
Pipe Rollers for 16"-0 - 24"-+ Pipe
ROL-15 Max. Recommended Load 1800 lbs.
1, ··'·".1/P.';i:'· '"··:.';.:' :•r'• ..i"'
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0 Size 114"
'. e
U) A.
3/8"
CEES
112" 5/8"
Fig. 31 ON Spot Insert Nut
-<
Max.. Fecodimended, load 600 lbs. Safety factor of 5. Based on 3000 lbs. concrete.
CONCRETE»INSERTS
»
.
314-
u, i#
-m
2=
: 08
7/8"
Fig. 310 Spot Insert IC, , 11/2" \ 313/16" 43/16" \
13/16"
8-12 Continuous Insert 12" - 20' 2000 bs. (on each ft. of length)
«9
•1<1" e
End Spot
CL-10 Closure Strip
Available in A, C&E channel sizes
Plastic Safety End Cap
0
Available in A, 8&C channel sizes
Steel End Cap
Electro-Galvanized
41 «,_..1 036. ,·. 2·.
fi16bsite Supply ..12"dili
-Il,L,/2.
25
..
. ....
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......,5.
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Tki: «t, :, £921}ilifi•.i,_sf:'.
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BEAM CLAMPS Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.
12
JO i# 2•
A
1/2"-13 x l'h" Set screw included
Max. recommended loads when used in pairs.
: 08
b B
t
04
AB 3/8"
11/4"
- 1000 lbs.
1/2"
7/8"
- 1000 lbs.
9/16"0 . 11/2' b
BC-18 (3/8") BC-19(A) - 1000 lbs.
Specify bolt size
Specify channel by changing suffix
Max. recommended loads when used in pairs. 1/2"-13 x l'h" Set screw included
..1
15/8"
23/8
r
/ e e 31/4"
BC-20 - 600 lbs.
BC-21 - 600 lbs.
0
0
BC-23 Spreader Caps
26
Jobsite Supply
Max. Recommended Loads Channel Pull Size Slip Out A12 1000 800 lbs.
1"
.'.imJobsits,Supply COL i •*:3: (6119)329576100 Phone -
41-•r...:.I -2-.-: - j..51•.. I:....t
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BEAM CLAMPS
2
....
. *.3.. -f .
.
.
12
u, Fr
Max. recommended loads when used in pairs.
1
0..
(2) 3/8"*Hex nuts and Ubolts included
Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.
1/2"-13 x 1'/2" set screw included
1
BeaAn Clamps K
·.S•'13.:
si m
i.=
: 08
&
Note: Install in pairs to complete proper assembly
\
BC-17(A) - 1200 lbs.
BC-16(A) - 900 lbs. Specify channel by changing suffix
Specify channel by changing suffix Square U-bolt & hex nuts
Note: Install in pairs to complete proper assembly
Square 0-bolt & hex nuts
For use with 15/8" to 31/4" channel 331 3/8"0 J-hook &hex nut . 1/4. For use with 13/16" to 1%"channel
3"
Wt./100 BC-70 BC-71
part No.
For Flange Width
BC-70 BC-71 BC-70 BC-71
4" - 578"
122
129
6" - 878"
129
136
BC-70 BC-71 BC-70 BC-71
9" - 11'/si
135
142
12"- 147/8.
141
148
5"
1/4' 3.
BC-70
BC-71 Square U-bolt & hex nuts
Note: Install in pairs to complete proper assembly
Square U.bolt & hex nuts
13/16" to,3 15/4' channel 33/
ip
3/8'0 ATR & hex nut
BC-72
-.
036.=
I--
0*
036
,3.
For use with 1 5/8" to 31/4" channel
5
For use with
1/4'
3/8"0 J-hook & hex nut
Part No. BC-72 BC-73 BC-72 BC-73 BC-72 BC-73 BC-72 BC-73
Wt./100 For Flange ATR Width Length BC-72 BC-73 4 042 202 4"-578" 216 6•-878"
6 042 206
220
9"- 11'/8"
9"
214
228
12"- 147/s'
12"
221
235
-
5.
.:.8 4.ii-.......
1/4' 3/8"0 ATR & hex nut
5
0-
/3.
»
\«
BC-73
036=== -I.----/.-*036=...,».-----I.------.
036,-=------
Jobsite Supply i../.i 042.·.·.
27
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03641. 0. ::
NUTS & BOLTS
12
Max. recommended loads include a min. safety factor of 5. Standard finish is E.G.
»
u, i#
S m
/f
&.=
95 08
0
617 13/4" L-Jf
1"
%..
-693
.
M .-I M
Swivel Female
Swivel Male Cat.# Threads & Size perlnch SWM 3/8" 16 SWM 1 /2" 13 SWM 5/8" 11 SWM 3/4" 10
0
Cat.# Threads & Size per Inch SWF 3/8" 16 SWF 1/2" 13 SWF 5/8" 11 SWF 3/4" 10
Max. Rec. Wt. Load lbs. lbs./100 14 18 42 60
610 1130 1810 2710
Max. Rec. Wt. Load lbs. Ibs./100 13 610 1130 16 34 1810 45 2710
..i &..
...r-
0 *-• 3 2/4"
2:/4"
r .
-I-
.
0 // .-I Swivel Female Female
Swivel Male Female Cat.# Threads & Size per Inch SWMF 3/8" 16 SWMF 1/2" 13 SWMF 5/8" 11 SWMF 3/4" 10
............. -Il- I.-I.....=« ... ...- -, :.--'. '
28
Cat.# Threads & Size per Inch SWFF 3/816 SWFF 1/2' 13 SWFF 5/8" 11 SWFF 3/4" 10
Max. Rec. Wt. Load lbs. lbs./100 610 28 1130 36 78 1810 2710 112
...
Jobsite Supply
-
Max. Rec. Wt. Load lbs. Ibs./100 610 26 32 1130 68 1810 90 2710
-
..»» ,«»'t, 036 ... 036t,t'.-/....... . ......
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t.-Brackets
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BRACKETS
>2\» 0
Max. recommended load 300 lbs. using A-12 channel A
(4) CENTER
.
o
HOLES ON- C:3
12" & LARGER ONLY
'•
0 12
A
m =
6" 8" 10" 12" 18" 20"
9/32"0 13/16'
BR-10 R&L (6") (Right hand showh) 13/16• (typ)
,-=
SIZE INFORMATION
: 03
Standard Series Hole Size i Std. Finish
9/16" E.G.
Max. recommended load 900 lbs. using A-12 channel Safety factor 21/2
A
1/8• L
0
f
2
Safety factor 2'h
3'
82/2' 101/2"
el
0
A
r
12'/2" 14'h" 22"
BR41 (12'W') 13/16"
lf.
Max. recommended load 1200 lbs. using A-12 channel 51/4'
161/2"
Safety factor 2'/2
0
1 : 3/
BR-12
43/4" e *
/
e
/
43/4"
Safety factor 2'h
e
57/8"
Max. recommended load 1200 lbs. using A-12 channel
Moment in inches-lbs. (of fitting only) using A-12 channel
0
BR-13
6300 lbs.
BR-14
13000 lbs.
e 7.12
0
./
BR-13
BR-14
For single A channel
For double A channel l
«Jobsite Subply :.:IiI.- 0422-
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:T*f</rid#kiei*•<re,Yr•r: 2*,•3*•,<- R
BRACKETS SIZE INFORMATION Standard Series
12
1/4. ArhA / -=%%:tr
40•=li
Hole Size
9/16"
Std. Finish
E.G.
A is available in any length. Specify length by changing sumx.Max. recommended load (lbs) using A-12 channel
0 A 53/8'
loa
-A#•• •..,1 w
6"
1600
12"
800
18"
600
24"
450
BR-22 (6")
1\\
BR-16 (6")
'• 3/8"
/ rl
1800 1000 700 500 ---
1««0
-2000 1300 1000 800 650
04
Illu»
612•
3-
a
442\•••
4
BR-17 ( 12")
Safety factor 2'h
/0.
Max. recommended load (lbs) using A-12 channel
A
0 -A
/
A is available in any length. Specify length by changing suffix.
91
A
, Xs>cn
JU.I.*fricirBR-18 (6")
'1\
53/8.
BR-22 BR-17
47/8"
\•
A
Max. recommended load (lbs) using A-12 channel A
L
0
A is available in any length. Specify length by changing suffix.
6" 12" 18" 24" 30" 36"
31/2"
I•-
1/.'•%%%#P-1
Safety factor 21/2
BR-15 (6")
/91el-
1/4"••:4•
6"
1200
12"
600
18"
400
24"
300
31/2"
BR-19 (6")
Safety factor 2'h
7Al/4 7/16"
31/2"
0
1"
\1.
3" 4
BR-20
Safety factor 2'h
Max. recommended load 85 lbs.
30
Jobsite Supply
BR-21
.-/.1.- 1.,e. I ....4*.-1'/.4 - '...I . - .- ./ .. ... -
.
.
.--
I
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p.& a litit»«4** 90. '• I:ip,i; I
Plpe Strapi, s,,
STRAPS Order mounting hardware separately 5/16"-4 mounting holes (for 1 /4" hardware).
1 Hole Strap
f 12 11 •
Cat.# & O.D. Size
18 Ga. x 1 5/8"
22
\
STR 1/4"
: 08
STR 5/16" STR 3/8" STR 1/2"
41)
STR 5/8" STR 3/4" STR 7/8" STR 1"
2 Hole Pipe"Strap For all channel framihg systems and surface mounting
requirements. Material: Carbon steel Finish: , Electro-Galvanized Cat. #: & Size 2 STR 1 /2" 2 STR 3/4" 2 STR 1" 2 STR 1'/4" 2 STR 1'/," 2 STR r S STR 2'/2' 2 STR 3" 2 STR 3'/2' 2 STR 4" 2 STR 52 STR 6' 2 STR 8'
Nominal Pipe Dia: 1/2' 3/4" 1. 1 7: 1 1/2' 2" 2'/2' 3" 3,/2. 4" 5" 6 042 8"
A 3" 3%& 3'/,I 37/." 43/,• 5'/*' 63/40 6'/s' 8" 8'/: 9,/41031,: 12'/2'
Bolt Size B 2 042 1/4" 2'/: 1/4" 1/4" 2'h' 1/4' 3'/,s31/zi 1/4" 3/8' 4'h' 5,/2, 3/8" 3/85"/,8' 6,1/ 036" 3/8' 3/8" r 3/8" TO 3/8" 9" 1/2' 113/,8.
\
Weight lbs./100 22 25 29 33 36 94 106 125 146 153 190 226 299
15/8" B A
Order mounting hardware separately. Larger and intermediate sizes are available. Consult factory.
Jobsite Supply
31
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Decimals of a Foot 12
8 it : 08
Inch
0"
0 1/16 1/8
0 .0052 .0104
3/16 1/4 5/16
1"
2"
3"
.0833 .0085 .0938
.1667 .1719 .1771
.2500 .2552 .2604
.0156 .0208 .0260
.0990 .1042 .1094
.1823 .1875 .1927
3/8 7/16 1/2
.0313 .0365 .0417
.1146 .1198 .1250
W16 5/8 11/16
.0469 .0521 .0573
3/4 13/16 7/8 15/16
.0625 .0677 .0729 .0781
4"
91,
10"
11"
.7500 .7552 .7604
.8333 .8385 .8438
.9167 .9219 .9271
.6823 .6875 .6927
.7656 .7708 .7760
.8490 .8542 .8594
.9323 .9375 .9427
.6146 .6224 .6250
.6979 .7057 .7083
.7813 .7891 .7917
.8646 .8724 .8750
.9479 .9557 .9583
.5469 .5521 .5573
.6302 .6354 .6406
.7135 .7188 .7240
.7969 .8021 .8073
.8802 .8854 .8906
.9635 .9688 .9740
.5625 .5677 .5729 .5781
.6458 .6510 .6563 .6615
.7292 .7344 .7396 .7448
.8125 .8177 .8229 .8221
.8958 .9010 .9063 .9115
.9792 .9844 .9896 .9948
5"
6"
7"
.3330 .3385 .3438
.4167 .4219 .4271
.5000 .5052 .5104
.5833 .5885 .5938
.6667 .6719 .6771
.2656 .2708 .2760
.3490 .3542 .3594
.4323 .4375 .4427
.5156 .5208 .5260
.5990 .6042 .6094
.1979 .2031 .2083
.2812 .2891 .2917
.3646 .3724 .3750
.4479 .4557 .4583
.5313 .5391 .5417
.1302 .1354 .1406
.2135 .2188 .2240
.2969 .3021 .3073
.3802 .3854 .3906
.4635 .4688 .4740
.1458 .1510 .1563 .1615
.2292 .2344 .2396 .2448
.3125 .3177 .3229 .3281
.3958 .4010 .4063 .4118
.4792 .4844 .4896 .4948
8"
Decimals of an Inch
Fraction 1/32 1/16 3/32 1/8 5/32 3/16 7/32 1/4 9/32 5/16 11/32 3/8 13/32 7/16 15/32 1/2
32
:1.-
./ '.4 .t,r .... I ...... '•;1.•...__ -.I--· . .---..:.i..AZA Wl:-. ' . -2.· __ - ... - .:..... --,-2-6,9-4,- 036•.,.......1-..
Decimal
Fraction
.0312 .0625
W16
.0937 .1250 .1562 .1875 .2187 .2500
17/32 19/32 5/8
29/32 31/32
.9375 .9687
11/16 23/32 3/4 25/32 13/16 27/32 7/8
Jobsite Supply
.5312 .5625 .5937 .6250 .6562 .6875 .7187 .7500 .7812 .8125 .8437 .8750 .9062
21/32
.2812 .3125 .3437 .3750 .4062 .4375 .4687 .500
Decimal
15/16
.,Fidill-
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.,1.At.Jobsitd:Supply Co.
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'1<1•.1... -1
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12.
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2
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5 Reference- :,2,
Steel Pipe Data Schedule 40 & 80
e Pipi Size
Sched. No. 40
3/8 -
•
80 40 80
1/2 314 "·1
Wall.. Wt. Per Water Weight O.D. .,Thickness Foot per Ft./Lbs
-
' ·· - .091 .675 •:- -- ... · .126 ' .840
40 80 40 80
1.050
'
-
'
.567
Pipe Size
Sched. No.
O.D.
Wt. Per' Wdter Weilht't Wall Foot 036 per. Ft.'Lbs., Thickness
5.563
.258 .375
.109..·« .850 .147. t:t 1.087
.132 .101
6
40 80
6.625
.280 .432
.113 ' .154 '
1.130 1.473
.230 .186
8
40 80
8.625
.322 .500
: 28.550 ·21.600 ' - 43.390,-- · 19.800 . . 40.480 · 34.100 64.400 ' '. 31.100
.133 -, .179«-
1.678 2.171
.374 .311
10
40 80
10.750 ...
.365 .593
.104 .191
2.272 2.996
.647 .555
12
40 80
12.750
.406 .687
.·145. .200....
2.717 3.631
.882 .765
14
40 80
14.000
1.452 1.279
16
40 80
16.000
2.072 1.834
18
40. 80
18.000
40 80
.1.660
l'h
40 . .80
··-1.906
8..660 7.870 -''
40 80
1.315'
1,4,
14.620 " 20.780
.083 .061
5
.738
'
18.970 · 28.570
48.500 44.000
63.00: ; "
58.500
.750
107.000
51.200
.500 .843
83.000 137.000
76.500 69.700
.563 .937 .593 1.031
105.000 , 171.000 ' 123.000 209.000
97.200 88.500 120.400 109.400
40 80
2.375
.154. '. 3.652 .218 · 5.022
2'12
40 80
2.875
.203 .276
5.790 7.660
3
40 80
3.500
.216 .300
7.570 10.250
3.200 2.860
20
40, 80
20.000
40 80
4.000
.226 .318
9.110 12.510
4.280 3.850
24
40 80
24.000
.687 1.218
171.000 174.200 297.000 . 158.200
•5.510 4.980
30 36
20 API
30.000 36.000
' .500 .500
158.000 190.000
2 ·' -
31/2 4
40 -·.•- 4.860 80
.237 ---10.790' .337 14.980
-, == 0 08
12.510 11.290
'53.600 88.60 ' .
.437
H 0 = .= m
286.000 417.000
Copper Tube Data Type K
Type L Nom. Tube Size
O.Di Tubing
1/4 3/8
3/8 1/3
1/2 5/8 3/4
5/8 3/4 7/8 ' 11/8
l'h 2 2%
1 11/4
3 31/2 4 5 6
', ·
O.D.
Wall Wt. Per Water Weight Thickness Foot per Ft./Lbs
Nom. Tube Size
O.D. Tubing 3/8 1/2
.375 .500
.035 .049
.145 .269
.032 .055
5/8 3/4
.625 .750
.049 .049
.344 .418
.094 .144
7/8 1'/8
.875 1.125
.065 .065
.641 .839 '
.188 .337
1 Ve 1%
1.375 1.625
.065 .072'
1.040 1.360
2% 2% 31/•
2.125 2.625
.083 .095
2.050 2.920 ·
1.310 2.000
35/8
3.125 3.625
.109 .120
4.000 . 5.120 '
2.960 3.900
41/8 5% 614
4.125 5.125 6.125
.134 .160 .192
6.510' 9.670 13.870.
5.060 8.000 11.200
.375 .500
.030 .035
.126 .198
.034 .062
1/4 3/8
.625 .750 .875
' .040 .042 ' .045
.285 .362
.100 .151
1/2 5/8
1.125
.050
.455 .655
.209 .357
1% 1%
1.375 1.625
.055 .060
.884 1.140
.546 .767
3/4 1 11/4
2/8 25/8
2.125 2.625
.070 .080
1.75 2.480
1.341 2.064
2 2112
31/8 3%'
3.125 3.625
.090 .100
3.330 4.290
2.949 3.989
3 31/2
41/8 51/8 6'/6
4.125 5.125 6.125
.110 .125 .140
5.380 7.610 10.200
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Size Range - Size 1/2" thru 36" pipe. Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shield. Note - When an oversized clevis is used, a pipe spacer should be placed over the cross bolt to assure that the lower U-strap will not move in on the bolt. When attaching seismic bracing to clevis hangers, a Fig. 1 CBS (cross bolt spacer) must be installed. See TOLCOTM Seismic Restraint Approval Guidelines. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" thru 8". Conforms to Federal Specification WW-H-171 E, Type 1, and Manufacturers Standardization Society SP69, Type 1. Also available to accommodate rod schedule per National Fire Protection Association (NFPA) Pamphlet 13. Maximum Temperature - 650°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel. Pipe Size 1/2 3/4
STD
1'4 1'6 2 2'/2 3 3,/2 4 5 6 8 10 12 14 16 18 20
aS 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2 5/8 5/8 34 3/4 7/8 7/8 1 1 1 1'4
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NFPA
B
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2'/,6 2•/B 3,/4 3'/te 37, 47,e 55/16 51/,6 67,• 74 8,568 913/,6 129/,6 16'/4 19'/, 20,3/16 21% 247,6 26%8 31% 38Y8 48
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D
Max. Rec. Load Lbs.
Approx. Wt./100
610 610 610 610 610 610 1130 1130 1130 1430 1430 1940 2000 3600 3800 4200 4600 4800 4800 4800 6000 9500
36 38 42 46 49 55 124 140 152 190 235 317 428 918 1143 1543 1925 2243 4161 4835 6940 18103
1 1
1,6 1,4 1,/2 1,6 1,/2 2 3'/4 3,6 3 036116 3'/, 3'A 4 4,/4 5 St
Fig. 1 CBS - Clevis Bolt Spacer
G3
Size Range - Size 1 ' thru 20" clevis hanger Material - Carbon Steel Function - Used as a spacer at a seismic brace location to keep clevis hanger from collapsing during seismic event. Installation Note - Fig. 1 CBS fits easily over the cross bolt and attaches by pinching tabs down. Finish - Mil Galvanized Note - Available in HDG finish or Stainless Steel materials.
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A
Material -- Carbon Steel
I
Insulation Material - 3/16" felt
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noise and vibration in pipe or tube system. Approvals - Underwriters' Laboratories Listed in the USA
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Finish .- Plain C
Note -1When Fig. 1 F is,used for steel or other pipe types, . consult factory for propersize hanger. Available in Electro-
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Weights 042
Pipe Size
STD
NFPA
B
C
D
Max. Rec. Load Lbs.
1/2 314 1
3/8 3/8 W8
3/8 3/8 3/8
27/. 31/16 3%
1 111/16
1'/e
1 1 1
610 610 610
36 38 43
1 1 1
610 610 610
47 50 56
Rod Size A
Approx. Wt./100
11/4 116 2
3/8 3/8 3/8
3/8 3/8 3/8
3% 41/,0 41/2
21/,6 2%8 29/16
26 3 31/2
1/2 1/2 1/2
3/8 3/8 3/8
51/2 6%
31/16 3%6 39/te
1 11/4 11/4
1130 1130 1130
125 141 153
4 5 6 8
5/8 5/8 314 314
3/8 1/2 1/2 1/2
7% 8% 10 12%
41/16 51/16 5%6 615/16
11/2 11/2 11/2 2
1430 1430 1940 2000
191 236 318 429
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Adjustable Band Hanger
4040
Fig. 2NFPA - Adjustable Band Hanger with Reduced Rod 12
u, 12 ...0 m = A.= 95 08
Size Range- Size 2'/2" thru 4" pipe. Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of non-insulated pipe or insulated pipe /4 A 1-1 . with Fig. 220 shield. / 114 \/ Fig. 2NFPA accommodates the reduced rod schedule of the National Fire Protection Association Pamphlet 13. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). <c... 1 V i 1 Factory Mutual Engineering approved. Conforms to Federal Specification ./.- 1 /«/ / - *.qi(/ I WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. /•/'. Finish - Pre-Galvanized Note - Available in Stainless Steel materials. Order By - Figure number, pipe size and material Dimensions Weights 042
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Pipe Size
Rod Size
21/2 3 31/2 4 5 6
1/2* 112* 112* 5/8* 5/8** W4**
ABC 5% 6 73/8
41/4
1% 11/4 21/8 1%
4'A 51/4 5 61/8 61/2
7'/, 9 93/8
Max. Rec. Load Lbs. 600 600 600 1000 1250 1250.
2'. 1%
Approx Wt./100 1 Fig. 2 Fig. 2NFPA 41 45 '521 59.. 97 139
3/8" nut is used when NFPA rod sizing is requested. 1/2" nut is used when NFPA rod sizing is requested.
Fig. 2F - Adjustable Band Hanger with Felt Lining
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Size Range - 1/2" thru 6' copper tubing Material - Carbon Steel, Pre-Galvanized Function - Recommended for the suspension of copper tube so as to prevent electrolysis. The felt lining also acts to reduce noise in copper or other pipe types. Approvals - Unde,writers' Laboratories Usted in the USA (UL) and Canada (cUL). Conforms to Federal Specification WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Finish - Pre-Galvanized Note - When used for steel or other pipe types, consult factory for proper size. Available in Stainless Steel materials. Order By - Figure number and copper tube size Dimensions
11
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Weights 042
CopperTube Size
Rod Size
A
B
C
Max. Rec. Load Lbs.
Approx. Wt./100
1/2 3/4 1
3/8 3/8 3/8
31/8 31/8 3%
2% 212 2%
1% 1 V0 1%
400 400 400
12 12 13
11/4 11/2 2 21/2 3* 3'/:*
3/8 3/8 3/8
3% 35 41/4
2'4 27/8 3
114 1
400 400 400
14 15 16
1/2 1/2 1/2
5% 6 7%
4'h
1% 11/2 1%
600 600 600
41 46 53
4*
5/8 5/8 314
73/8 9 9%
5 6'/e 616
1% 21/2
1000 1250 1250
60 98 140
56**
4 51/4
* 3/8" nut is used when requested. ** 1/2" nut is used when requested.
36
40 43 50 56 95 105
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Size Range - 1/2" thfu,8" pipe · Material ·- Carbon Steel; Mil. Galvanized to G90 specifications
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1/2 THRU 2 INCH PIPE
•
2 1/2 THRU 8 INCH PIPE
Speclfigations WW-H-171 E'.Type 10'and Manufacturers Standardization Society SP-69, Type 10.
IL
Maximum:Temperature - 650° F Finish - Mil. Galvanized. For Stainless Steel materials, orderTOLCO 442 Fig. 200WON. Order By - Figure number and pipe size
1,) Dimensions Pipe Size
Rod Size Inch Maric 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 3/8 1/2 1/2 1/2
1/2 314 1
1'4 1'/2 2 2/2 3
3'/: 4 5 6 8
8mm 8mm 8mm 8mm 8mm 8mm
or or or or or or
10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 10mm 12mm 12mm 12mm
Weights 042
A
B
3'A
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10'/0 131/8
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· Max. Rec. Load Lbs. 400 400 400 400 400 400 600 600 600 1000 1250 1250 1250
Approx. Length . 11 11 12 13 14 15 27 29 34 ' 35 66 73 136
37
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u, if S m
1.=
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Fig. 3PVC - PVC Coated J-Hanger for Pipe or Conduit Size Range - 1/2" thru 12" pipe Material - Carbon Steel Function - Recommended for the suspension of non-insulated pipe, or insulated pipe with Fig. 220 shield. Side hole allows for wall mounting. Fig. 3F and Fig. 3PVC are designed to reduce noise and vibration and/or prevent electrolysis between pipe and hanger. Approvals - Conforms to Manufacturers Standardization Society SP-69, Type 5. Finish - Electro-Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish
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1/2 3/4 1
3/8 3/8 3/8
11/4 2
3/8 3/8 3/8
212 3 31/2
1/2 1/2 1/2
413/16 514
4 5 6
5/8 5/8 3/4
61/8 6% 7%
8 10
7/8 7/8
9%6 10%
38
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Dimensions
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B
C
D
E
F
Max. Rec. Load Lbs.
Approx. Wt./100
2%
7/16 7/16 7/16
116 111/16
215/1e
1% 1% 1 15/16
11'/16
1 1V 6 21/8 2%6
400 400 400
18 21 22
31/4 39/16 311/ e
2 23/16 2118
7/16 7/16 7/16
21/16 27/16 2%6
2% 27/, 31/16
400 400 400
25 27 29
4'/16
21/16 29/16 2%
9/16 W16 9/16
3'/ 036
3'/*
3% 41/16 4%
500 500 500
64 72 84
3'/ie 3'/4
W16 W16 9/16
4% 51/18 513/16
5%6 5% 6%
550 550 600
138 162 249
9/16 W16
6,5/16 7%
8 91/8
760 760
291 315
2'A
39/18 315/,6 37/8
31/2
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12
( Fig. 4) Size 1/2" thru 30" pipe.
11 Ft
/ I.-Material - Carbon Steel / Function - Recommended for the suspension of non-insulated pipe or insulated pipe with // Fig. 220 shields. (Use Fig. 330 Weldless Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye , Rod.) Also recommended for attachment of sway bracing up to 31/2. pipe size, for larger •D
Size Range - (Fig. 4F) Size 1/2". thru 2,/2" copper tubing
Exe
A
: 08
pipe sizes use Fig. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis: Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 3/4" - 8", and approved by Factory Mutual Engineering, 3/4" - 8". Federal Specification WW-H-171 E,
c
Type 4 03611/2" thru 24" and Manufacturers Standardization Society SP-69, Type 4. Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and,placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - When the Fig. 4 is used as a sway brace, to ensure performance, the UL Listing requires that it must be used with other TOLCO 442 brace products.
Fig. 4 ./. ,1
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Maximum Temperature - 750° F Finish - Plain
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-
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A
B
C
D
1/2 3/4 1
3'/16 39/16 39/18
1/4 1/4 114
11/8 11/4 114
1'/•
1% 11/2 2*
43/16 49/16 59/,6
1/2 5/16 1/2
1% 1% 2
21/2' 3*
6'/16
3'A*
7"A
9/16 5/8 3/8
4 5 6
816 9% 11%
8 10 12 14 16 18
Fig. 4F Fig. 4PVC
Weights 042
Bolt Size
Max. Design Load Lbs. For Service Temp. 650° 750°F
Approx. Wt./100
5/16 5/16 5/16
500 500 500
445 445 445
29 31 35
111/16 17/,
2'4
5/16 5/16 3/8
500 800 1040
445 715 930
40 42 93
21/2 2% 31/8
2% 31/16 3%
1/2 1/2 1/2
1040 1040 1040
930 930 930
126 141 154
5/8 314 3l4
3%6 3% 474
3'Y e 4% 516
5/8 5/8 3l4
1040 1040 1615
930 930 1440
229 261 537
13%6 161/2 181/2'
1 1 1
5% 71/4 81/4
6 71/4 81/4
3/4 7/8 7/8
1615 2490 2490
1440 2220 2220
625 1378 1574
20 23 250
· 1'6 11/8 11•4
9 10'/4 11'/,
9 10'/4 119.
7/8 7/8 1
2490 2490 3060
2220 2220 2730
2103 2314 3276
7
11/,
1%"
20 28 1% 121/2 121/2 114 24 331/2 1% 151/4 15'4 114 30 417/8 2 19 19 1% *Meets UL 203A requirements for attachment of sway bracing. Horizontal design load for
3060 2730 3863 3060 2730 5222 3500 3360 10511 1/2"-2' - 380#, 21/2" - 395#, 3' - 435#, 31/2" - 540#
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Insulation Material - ( Fig. 6F) 3/16" felt. Function - Used for supporting vertical piping. Approvals - Underwriters' Laboratories Listed in the USA (UL), Canada (cUL) 1/2" - 8". Factory Mutual Engineering Approved, 3/4" thru 8". Conforms to Federal Specification WW-H-171 E, Type 8, 3/4" thru 20" and Manufacturers Standardization Society SP-69, Type 8.
C/
B
Maximum Temperature - 650° F
Fig. 6
Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - (Fig. 6 and Fig. 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. ( Fig. 6F is available for Iron Pipe Size, consult factory.
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Weights 042
Pipe Size
A
B
C
Bolt Size
Max. Rec. Load Lbs.
Approx. Wt./100
1/2 314 1
91/4 91/4 99/16
1/2 1/2 1/2
1'/a 11/8, 11/4
3/8 3/8 3/8
255 255 255
144 144 147
1% 11/2 2
911/16 10% 10%
1/2 1/2 1/2
1% 11/2 2
3/8 3/8 3/8
255 255 255
150 153 165
2'/2
11 12 13
5/8 5/8 5/8
3 3%
3/8 3/8 1/2
390 530 670
228 246 264
13'/2
3% 4% 47/8
1/2 1/2 1/2
810 1160 1570
347 385 564
3 31/2
2".
4 5 6
14'/2 1516
3/4 314 7/8
8 10
181/2 201/4
1 1
5% 7'/4
5/8 5/8
2500 2500
1017 1138
12 14 16 18 20
223/4 24 26 28 30
1 11/8 11/8 11/4 1W8
8% 9 101/4 11'/2 121/2
5/8 5/8 314 314 314
2700 2700 2900 2900 2900
1759 1922 3245 3372 3499
1
40
M M
4 LM.y,<-7/
Fig 6PVC Dimensions
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1
12
Si«,Range - 1/2" thru 8" pipe. Material - Carbon Steel. FA•ijn for supporting pipe with fittings vertically .......... - Recommended , or horizontally to walls or ceiling.· Fig. 2OS will support pipe flush with .'...... mounting surface. App,tovals - Corlforms,tti»Fl•ralSpecification WW-H-171E, Type 26»d Manufacturdrs Sia'ndardizatiob Society SP-69, Type 26. Finish - Plain. Note» Ayailable in Electro-Galvanized and HDG finish or Stainless Steel matdrials. Order By - Figure number, pipe size, material and finish.
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Pipe Sizes 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2
A
BC
3,/8 4 49/18 415/16
5'/te 5% 61/4
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3/4 13/16 7/8 1 1%» 17/16
1"/0
4 5
7% 83/8 97/16
6
10'/2
2 21/4 21/2 31/16 3%
8
14
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i ., Pipe Sizes , 1/2 3/4 1 1% 11/2 2 2/2 -·3'314 4 5 . 6 8
D
31/,e
1 9=
3'4
1%6 116
3%
3'/4 41/4 4% 51/4
5'/» eh 7
7'/0 8'/0 111/2
11fe 24 2%
3'4 3% 41/4 4% 513/16
6'/e 9
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Weights 042
: 08
li \.
Data Table for Fig. 20 Dimensions
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Hole . Max. Rea ,Approx. Size Load Lbs. Wt./100 7/16 7/16 7/16 7/16 7/16 7/16 7/16 7/16 7/16 9/16 W16 W16 11/16
410 410 410 410 410 410 610 610 610 725 725 725 900
16 21 26 30 33 38 102 118 130. 159 191 234 446
Data Table:for Fig. 20$
.. _. "....DimenbidA*,t.Wei•hts ..:... Hole Max. Rec. Approx. A B C. D Size ' Load Lbs. Wt./100 41/8 , 5/16. . 27/8 , 3/4 4%8 7/16 3 ·· 15/16 49/16 9/16 3% .11/8 415/,e 11/16 , 3% 18 '53/,6 iah 6. 41/4 1% r'21/* 1 1/1, _ 43/4 5% 6:4 67, 77/8 '8% 9'/te .. 10'/: 14
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4% 5%.
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6'/,6
41/4
1116
8%
2% 3% 37/,
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410 410 410
21 24 26
410 410 410 610 610 610 725 725 725 900
30 33 38 102 118 · 130 159 191. 234 446
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Size Range - 3/8" thru 7/8" rod
12
a if 2& : 021
Material - Carbon Steel Function - Recommended for attaching hanger rod to side of beams or walls. Approvals - 3/8", Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual
B
»»/ A
Engineering approved. Finish - Plain
A
Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.
/«>8
Order By - Figure number, rod size and finish
Dimensions Pipe Size 3/8 1/2 5/8 314 7/8
AB 2 2 2 21/2 21/2
3/4 3/4 3/4 314 3/4
./ 4,i 40 - -ij -
Weights 042
C
Hole Size
2 2 2 2/2 21/2
7/16 W16 11/16 13/16 15/16
Max. Rec. Load Lbs.
.»1
Approx. Wt./100
700 700 700 1250 1250
35 35 32 110 100
\r
Fig. 52 - Six Hole Side Beam Bracket Size Range - 3/8" and 1/2" rod, 112" thru 31/2" pipe
H3 (4)
Material - Carbon Steel H1
Function - Recommended for attaching hanger rod to steel or wood beams.
/B
Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.
A
1»»'49 d »
Order By - Figure number, rod size and finish
fA Dimensions
Size W8 x 1/2 1/2 x 1/2
1«.
42
Weights 042 Hole Size
Pipe A 2 2
B 13/16 3l4
C 2 2
J \'/ C
H4
H-2
H-3
Max. Rec. Load Lbs.*
9/16 W16
7/16 W16
5/16 5/16
700 700
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'»
Material - Carbon Steel Function - Practical and economical bracket used to support piping from wood, concrete or steel beams.
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41 i
Features - Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2" fastener bolts. Per NFPA 13: 1/2" thru 2" pipe requires 3/8" fastener, 21/2" thru 4" pipe requires 1/2" fastener.*
EE : 021
Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" pipe. *Note - Additionally UL has listed the Fig. 58 with fasteners as shown in table below. Finish - Plain Note - Available in Electro-Galvanized finish.
2 - 1/4 x 2 Lag Bolts ' (No Pre-drilling) Up to 4 inch Pipe Per NFPA 1-Lag Bolt Up To 4 Inch Pipe
2-#16 x 2 Drive Screws 1/2 Thru 2 inch Pipe
Order By - Figure number and finish
e e Dimensions
Weights 042
0 e
Pipe Size
Qty.
Fastener Type
Material
2 2 21/2 - 4
2 1 1 2 2 2 2
#16 x 2 Drive Screws 3/8 Lag Bolt 1/2 Lag Bolt 1/4 x 1 1/2 Lag Bolt 1/4 x 2 Lag Bolts* 1/4 x 1 tek screws 1/4 x 1 tek screws
VVood Vvodd VVood VVood VVood 14 gauge 16 gauge
3'h 4 4 4
2 #14 x 1 Tek Type Screws _ Into Min. 16Ga. Steel \ / Up To 4 Inch Pipe -4/\ Bolt & Hex Nut / \ / J UpTo 4 u n / '9''
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* No pre-drilling required
Dimensions Pipe Size 1/2 thru 4
Rod Size 3/8
11/2
1!4*
F
Weights 042 Max. Rec. Load Lbs. 114 300
ABC 2%
426
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Approx. Wt./100 14
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Dimensions
'r-,•:, 1 -#ii .
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/0.4
Material - Carbon Steel Function - Recommended for the suspending of hanger rod from the center of an 1beam, equally distributing the load on both sides of the beam. Use with Fig. 102 Eye Rod, Fig. 101 Welded Eye Rod or Fig. 330 Weldless Eye Rod. Approvals - Conforms to Federal Specification WW-H-171 E, Type 21, and Manufacturers Standardization Society SP-58, Type 21. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, type, width of flange and finish.
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Weights 042
Types 1 thru 4
Approx. Wt./100
Flange Max. Flange Width Thickness Type 1
Type 2
7/16 112* 1/2 5/8 314 7/8 7/8 1 1 1 1
85 95 114 125 143 16 177 196 210 227 243
2 3 4 5 6 7 8 9 10 11 12
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Fig. 62 - Center Load Beam Clamp
12
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66 75 91 100 115 129 144 159 172 185 198
...»31'!
Type 3 Type 4 Type 5 Type 6 151 163 187 216 242 267 295 319 343 367
&54·57.
355* 382 435 452 484 510 583 625 667 709
470 536 558 606 659 721 773 826 879
634 667 728 767 861 913 982 1048 1115
-.11
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Weights 042
A
B*
Bolt Size
Max. Rec. Load Lbs.
1 2 3 4 5 6
1/2 112 5/8 314 314 314
1% 1%
3/8 1/2 1/2 5/8 5/8 3l4
1000 1250 1500 3000 3250 3500
1'/,6
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Types 5 and 6
Type
21/4 214 2V,6
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* Maximum flange thickness type 1, 2 and 3= 7/16" Dimensions
..13
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* Not applicable for type 1 - 2" and type 3 - 2" flange widths. 3R
, 22/> / D
Fig. 64 - Steel ••C" Clamp with Locknut Size Range - 3/8" thru 7/8' rod Material - Carbon Steel Function - For attachment to 1-beams, channels, and wide flange beams where the thickness does not exceed 3/4". Hardened set screw secures 'C" Clamp to beam. Approvals - Conforms to Federal Specification WW-H-171 E, Type 23 and Manufacturers Standardization.Society SP-69, Type 23. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod size and finish
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Dimensions . Max. Pipe Size 2 31/2 5 6· *8
Rod Size . A 3/8 1/2 5/8 3/4 7/8
Weights 042
B
C
D
2% 2% 2% 25/16 35/16
2% 23/8 2% 23/8 3
1 1 1 1 13/8
Max. Rec. Appra Load Lbs. Wt 11 0 400 400 550 630 1200
40 50 70 83 158
* Throat opening is 1:
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036Beam Clamps 3/4" and 11/4" Throat Openings 12
e
Size Range - (Fig. 65 and Fig. 66) 3/8", 1/2" and 5/8" rod
®C®
Material - Carbon Steel with hardened cup point set screw and jam nut
: 08
Function - Recommended fot hanging from steel beam where flange thickness does not exceed 3/4" ( Fig. 65) Or 1 1/4" (Fig. 66).
4
B
Features - All steel construction eliminates structural deficiencies aisociated with ca§ting'type beam clamps. May be used on top or bottom flange of th6 beam. (Beveled lip allows hanging from top flange where c•earance is limited.) May be installed with set screw In up or down.pasition. Offset design permits unlimited rod adjustment by alldwing the. rod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canatia (cUL). Factory Mutual Engineering approved. Conforms to Federal Specification WW-H-171 E, Type 23 and Manufacturers Standardization Society SP-69, Type 19. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet 13,3/8" rod will support 1/2" thru 4" pipe, 1/2" rod will support 1/2" thru 8" pipe.
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Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish Fig. 65 Patent #4,570,885
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13/ie 11/2 11/2
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Weights 042
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1 1 1
7/16 9/16 9/16
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610 1130 1130
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55
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B
C
3/8 1/2 5/8
1 3/16 11/2 11/2
11/4 114 11/4
D' 1 1 1
Weights 042
EF ·7/16 9/16 "9/16
1
11/* 1%
A Max. Rec. Approx. Load Lbs.* Wt./100 610 1130. 1130
28 55. 55
* Max. loads for clamp witli set s'crew in up or down positton.
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, ·-: ..
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Size Range - 3/8" thru 3/4" rod
12
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05 021
1
Function - For attachment to structural shapes requiring wider throat especially under roof with bar joist construction. This clamp may be used in the set screw down position only.
1
Approvals - Factory Mutual Engineering approved for rod sizes 3/8" and 1/2". Conforms to Federal Specificatiqn WW-H-171 E, Type 23 and Manufacturers Standardization Society SP-69, Type 19.
E
Finish - Plain C
Note - Available in Electro-Galvanized finish.
.p
Order By - Figure number, rod size and finish Note - Do not over tighten set screw.
/
D
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Fig. 68SS Stainless Steel Reversible C-Type Beam Clamps
D
3/4" and 11/4" Throat Openings
-D 1•F
Size Range - 3/8" and 1/2" rod sizes Material - All Stainless Steel (T-316 or T-304)
@
Function - Recommended for hanging from steel beams where flange thickness does not exceed 11/4" ( Fig. 68SS).
C
'-.
Features - All steel construction eliminates structural deficiencies associated with casting type beam clamps. May be used on top or bottom flange of the beam. May be installed with the set screw in up or down position. Offset design permits unlimited rod adjustment by allowing the rod to be threaded completely through the clamp. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering approved. Conforms to Manufacturers' Standardization Society SP-69, Type 19. Meets or exceeds requirements 6f the National Fire Protection Association (NFPA), pamphlet 13,3/8" rod will support 1/2" through 4" pipe, 1/2" rod will support 1/2" through 8" pipe.
liA-
1
11 1--11
1
1
11
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Order By - Figure number and rod size
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Fig. 68SS
Dimensions
46
Pipe Size
A
1/2 - 4 5,6,8
3/8 1/2
Weights 042
BCDEF 21/16 21/4
2 2/4
3/4 13/16
11/4 1%
Q
11/3 1'4
Stock Size
Test Load
Approx. Wt./100
3/8 x 11/2 1/2 x 2
1500 lbs. 4050 Ibs.
84 170
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Size Range - 3/8" thru 7/8" rod by 4" thru 16" length.* Function - To offer more secure fastening of various types of beam clamps to beam where danger of movement might be
0
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expected. NFPA 13 requires the use of retaining straps with all, beam clamps installed in earthquake areas. Satisfies requirements of NFPA 13 (1999) 6-4.7.1.
2 62 : 08
Important Note - Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind such as a hex nut or the beveled locking slot on the TOLCOTM Fig. 69R will provide a more secure reliable installation.
B
Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam clamp. Included in our Seismic Restraints Catalog approved by the State of California Office of Stateeide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
tJA
Finish - Pre-Galvanized Order By - Figure number, type, length "B" and rod size being used with beam clamp Note - Minimum return on Strap: 1".
Dimensions
Weights 042
Type
Rod Size A
Hole Size
B
1
3/8 1/2 5/8 314 3/8-7/8
7/16 9/16 11/16 13/16 Specify
Specify Specifv Specify Specify Specify
2 3
1114 1113 0-I I I I
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Size Range - 3/8" rod
22
Material - Carbon Steel Features - Attachment to wood beams, ceilings, metal decks or
u' 12
1= m
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walls. Can also be welded to steel beams. Approvals - Underwriters' Laboratories Listed in the USA (UL)
A
C
and Canada (cUL). Factory Mutual Engineering approved. Additionally, (UL) has listed the Fig. 78 with fasteners as shown in
B
the table below. Finish - Plain and Electro-Galvanized E
Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, rod size and finish
D(2) Patent #5,702,077
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Pipe Size
Qty
FastenerType
Material
1/2 - 2 21/2 -4 1/2 - 2 1/2 - 2 1/2 - 2
2 2 2 2 2
#14 x 1 1/4 A-point hex-washer-head sheet metal screw 1/4 x 11/2 wood screws* 1/4 x 1 tek screws #14 x 11/4 A-point hex-washer-head sheet metal screw #14 x 2 A-point-hex-washer-head sheet metal screw
VVood VVood Metal (18 gauge) . Wood Wood thru 5/8' gyp board
* No pre-drilling Dimensions
Pipe Size
A
B
C
1/2 - 2 5-6
3
2'/e
1 'A
Weights 042
D
E
5/16 3/8 Consult factory for data
* Minimum safety factor of 5
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Approx. Wt./100
150
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Fig. 83 - Isolator for Copper Tubing
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Fig. 84 - I.P.S. isolator Size Range - Fig. 83 - 3/8" thru 7" copper tubing; Fig. 84 - 3/8" thru 8' pipe Material - Pre-Galvanized steel and felt Function - A non-conductive felt lining serves to prevent electrolysis, dampen sound vibration and prevent transmission of sound to the building structure. Finish - Pre-Galvanized Standard Steel Pipe Hangers for use with Isolators: Fig. 1 Clevis Hanger, Fig. 2 Band Hanger, Fig. 3 J-Hanger and TOL-Strut 442 Rigid or O.D. Pipe Clamps Order By - Figure number and nominal tube size
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Fig. 83 -Dimensions CopperTube Size 3/8 1/2 314 1 11/4 11/2
A
B
C
1 11/8 1% 1% 1•
11/4 11/4 11/4 1 1/4 11/4 1 1/4 11/4 1114 114 11/4 11/4
21/4 21/4 21/4
2'h 25/8 314 3%
2 212 3 31/2 4
4'4 57,
Hanger Size 3/4 3/4 1 1% 11/2 2 21/2 3 3 31/2 5
2'. 21/4 2/4 2/4 2/4
21* 21/4
2'.
Fig. 84 - Dimensions Pipe Size 3/8 1/2 3l4 1 11/4 11/2 2
2'/• 3 31/2 4 5 6 8
A
B
C
11/8 1% 116 1 13/16 21/8 .2% 2% 3% 4 41/2 51/2 61/2 7% 9%
11/4 11/4 11/4 114 11/4 11/4 11/4 11/4 11/4
21/4
1'/4 11/4 11/4 21/8
2'/8
Weights 042
2'l4 2'/4 2/4
2'.
21/4 21/4 3 3 3 31/2 4 51/2 5•
11/2 2 2 21/2 3 31/2 4 5 6 8 10
Clamp Size 11/8 114 1 1 th 1%
2'h 2% 31/8 3 31/2 5
Wt./100
0. D. 0. D. RIGD O.D. O.D. O.D. O.D. O.D. RIGD RIGD O.D.
4 4 4 6 1 10 12 13 15 28 44
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TOL-StrutTM Clamp Size 1 1 1% 11/2 2 2 2'/2 3 31/2 4 5 6 7% 9%
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1
Approx. Wt./100
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Hanger Size 1 1 11/4
1
TOL-Strut 442Approx.
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El t:ist Fig. 98 - Rod Stiffener Size Range
M ... .#.:51-2§.:... 1.-1 .9.:... rt.. , 13 •! »,
Secures 3/8" thru 7/8" hanger rod l
Material - Carbon,Steel Function - Secures channel to hanger rod for vertical seismic bracing.
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Fig. 109 - Concrete Deck Insert .
""
0
3/8" thru 7/8" rod
Material - Carbon Steel Function - For use in metal deck formed concrete to attach hanger rods. Allows for pre-positioning of hanger rods in poured concrete decks. Fig. 109 is approved for seismic brace attachments. 0
Approvals - Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development 3/8 - 3/4 INCH
(OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plate: Plain Steel. Rod: Electro-Galvanized
0
Note - Available in HDG finish or Stainless Steel materials. 0
Order By - Figure number, rod size and finish. Custom rod lengths are available. Consult factory. CALIFORNIA BUILDING CODE STATES: 'ALL BOLTS SHALL BE ACCURATELY AND SECURELY SET PRIOR TO PLACEMENT OF CONCRETE...- FASTENERS OR JAM NUT MAY BE USED. TYPICAL FOR ALL APPLICATIONS. \ • .« .'41', • .. 036...fl
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11/2' rrSHEAR LOAD DESIGN- I DESIGN
0
7/8 INCH
•N 1 / •-DESIGN LOAD
l
11.-,-1---IGN LOAD. 1 DESIGN LOAD VERTICAL A
DESIGN LOAD VERTICAL B
DESIGN LOAD VERTICAL C
Design Load Chart for 3000 PSI Hard Rock Concrete Dimensions Design Load Vertical Rod SizeABC 3/8 1/2 5/8 3/4 7/8
1207 2043 1690 2321 2321
457 496 532 567 878
457 496 532 567 878
Design Load Chart for Light Weight Concrete
Weights 042
Design Load Shear
Dimensions Design Load 45°
De (in.)ABC
De (In.•
1 1.4 1.7 2 4
2 612 364 2 892 454 2 967 514 2.5 1217 597 3 1338 801
675 675 675 912 912 912 1148 1148 1148 1368 1368 1368 1596 1596 1596
Design Load Vertical Rod Size
ABC 385 454 514 567 801
3/8 1/2 5/8 3/4 7/8
ABC 905 1632 1268 1741 1741
343 372 399 426 656
343 372 399 426 656
Weights 042
Design Load Shear De (in.)
A
B
C
7/8 7/8 7/8 7/8 7/8
590 590 590 590 590
590 590 590 590 590
590 590 590 590 590
Design Load 45° De (In.)
ABC
2 547 307 2 828 323 2 852 337 21/2 1084 350 3 1178 439
32 37 41 4E 65
Note - To hold maximum design load the plate must be installed on top of deck ribs with anchor rod extending through bottom flute as shown in detail "A". Inserts can be positioned anywhere on the lower surfaces of metal deck as shown in details "B" and "C". Mounting holes are standard. If the plate is not mechanically secured to the deck ribs, a jamb nut is required to prevent the anchor bolt from laying over when concrete is poured. Design load vertical values are for vertical support applications only. Use Design Load 45° and Design Load Shear values for attachment of seismic bracing. Seismic brace attachments must be securely tight to the underside of concrete deck. Structural Engineer shall verify adequacy of concrete or metal deck for the tabulated allowable loads. Minimum edge distance: 6 bolt diameters. Minimum distance between inserts: 12 bolt diameters.
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Fig. 109F - Concrete Insert
®c®
Component of State of California OSHPD Approved Seismic Restraints System
12
Size Range - 3/8" thru 7/8" rod Material - Carbon Steel
/
12 Ir
Function - Designed to be embedded in concrete to provide a point of support.
IEEE : 021
Approvals - Underwriters' Laboratories listed in the USA (UL) and Canada (cUL) for 3/8" and 1/2". Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
B
e
A
Finish - Plain anchor bolt with Electro-Galvanized hardware and plate. Note - For rod sizes 5/8" - 11/2" refer to Fig. 107F. Available in Stainless Steel or HDG finish on request. Order By - Figure number, rod size and finish. Note - The Hex or Jam Nut has NO value in determining the loads. Their function is to assist in locking the Coupling snug to the bottom of the deck form preventing the concrete from leaking into the coupling threads. Any other suitable locking device may be substituted if desired.
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EDGE OF -/ CONCRETE
528.
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de MIN.
mm
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MOUNTING HOLE FOR 042, • SECURING TO FORM
1/1
.1. DESIGN LOAD 45"
6
ANCHOR BOLT ASTM A307
DESIGN LOAD-SHEAR
DESIGN LOAD-VERTICAL
Dimensions
Weights 042
Rod
Design Load Vertical
Design Load Shear
Size
Hard Rock
Lt. Wt.
Hard Rock
Lt. Wt.
Hard Rock
Lt. Wt.
Depth
3/8 1/2 5/8 314 7/8
1255 2321 780 1346 2321
735 1392 468 806 1392
978 978 1278 1278 1278
733 733 958 958 958
777 980 688 927 1166
525 679 445 619 803
31/2 31/2 4
Design Load 45°
"E" Embedment
4 4
De min. (in.) 2 2 2 21/2 6
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Fig. 309 - Concrete Insert 1-7/8 Material - Malleable Iron
12
Function - For use in concrete to attach 3/8" thru 7/8" hanger rod.
12 1#
Note - Other Manufacturers Insert Nuts are not necessarily compatible with TOLCOTM Fig. 309 (Concrete Insert). Therefore it is recommended that TOLCO Fig. 309N (Concrete Insert Nuts) be ordered concurrently with Fig. 309.
22 : 08
Approvals - Conforms to Federal Specification WW-H-171 E, Type 15 and Manufacturers Standardization Society SP-69, Type 15. Finish
|
m»»2»1
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Plain
Note - Available in Electro-Galvanized finish
Dimensions Rod Size* 3/8-7/8
Weights 042 Max. Rec. Load Lbs.* 1140
Approx. Wt./100 130
1-3/4 ADJ. / 3/8-1/2-5/8-3/4 • ROD SIZE
Insert Only * See Fig. 309N t Based on minimum safety factor of 5. Rating is subject to the condition that the concrete used is of sufficient strength to hold the insert.
ADJ. / • 7/81-3/16 ROD SIZE
Fig. 309N - Concrete insert Nut Size Range
3/8" thru 7/8" mach thread
Material - Ductile Iron Function - For use in Fig. 309 (Concrete Insert). Note - Other Manufacturers Concrete Inserts are not necessarily compatible with TOLCO Fig. 309N (Concrete Insert Nuts). Therefore it is recommended that TOLCO Fig. 309 be ordered concurrently with Fig. 309N. Finish
e
Plain i.,1
Note - Available in Electro-Galvanized finish
Dimensions
Weights 042
Max. Rec. Approx. Rod Size* Load Lbs.* Wt./100 3/8 610 20 1/2 1130 21 5/8 1140 20 3/4 1140 22 7/8 1140 21 t Based on minimum safety factor of 5. Rating is subject to the condition that the concrete used is sufficient strength to hold the insert.
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•1'.-**UBiti•L--•M:·L - -w. -,LE,_:•lli·,i.*__:iz.C.,----Fig. 310 - Steel Spot Concrete Insert Material - Carbon Steel
i
Function - Fig. 310 is for use as a structural attachment in concrete ceilings. Knockout plug designed to protect against concrete seepage. Place insert face down on concrete form and nail in place. Reinforcing rods may be positioned under flange lips.
i
ordered concurrently with Fi9; 310 (Spot Inserts).
i•
4,7
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1-5/8
ee »
to lock and protect against vibration. Note - Other Manufacturers Insert Nuts are not necessarily compatible with TOLCOTM Fig. 310 (Spot Inserts). Therefore it is recommended that TOLCO Fig. 31 ON (Spot Insert Nuts) be
U,=
2-1/8
Specified load ratings and approvals are not dependent on the use of any reinforcing rods in contact with the insert. Pour concrete, strip forms, place screwdriver tip in slot of knockout plug and twist sharply. Insdrt square nut (Fig. 31 ON) and run rod through nut until tight against to0 of insert, turn rod one-half turn
12
.
5/16 DIA. e
1-3/
Approvals - Conforms to Fuderal Specification WW-H-171 E, Type 19 and Manufacturers Standardization Society SP-69, Type 18.
Dimensions
Finish - Plain
Max. Rec. Load Lbs.* 600
Note - Available in Electro-Galvanized finish Order By - Figure number and finish. Order Fig. 31 ON (Spot Insert Nuts) separately.
Weights 042 Approx. Wt./100 53
* Based on a straight pull of 600 lbs.
Fig. 31ON - Steel Spot insert Nut Size Range - 1/4" thru 7/8" mach thread Material - Carbon Steel Function - Fig. 31 ON is for use with Fig. 310 Spot Concrete Insert for means of rod attachment. Note - Other Manufacturers' spot inserts are not necessarily compatible with TOLCO Fig. 31 ON (Spot Insert Nuts). Therefore it is recommended that TOLCO Fig. 310 (Spot Insert) be ordered concurrently with Fig. 31ON (Spot Insert Nuts). Finish - Plain Note - Available in Electro-Galvanized finish
Dimensions
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rv
Approx. Wt./100 8 13 12 11 10 9
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Weights 042
Max. Rec. Rod Size Load Lbs.* 1/4 240 3/8 600 1/2 600 5/8 600 314 600 600 7/8 * Based on straight pull of 600 lbs. when used with Fig. 310.
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12
2 1# 22 : 021
Material - Carbon Steel
,
Function - Recommended for support, anchor or guide of pipe.
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/
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Maximum Temperature - 750° F
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Finish - Plain
24041
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Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials.
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.....
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Note - When furnished with hot-dip galvanized, oversize hex nuts must be used.
F
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A
B
E C
Dimensions
Weights 042
Rod Size A
Pipe Size
B
C
D
E
F
1/4 1/4 1/4 3/8 3/8 3/8
1/2 314 1
1W16 11/8 1%
1'6.
21/, 21/8 21/8
271=
1 '/4 1'4
1 "/6
2% 23/4 2% 2% 3 31/4
1/2 1/2 1/2 1/2 1/2 5/8 5/8 3/4 7/8 7/8 7/8 1 1 1 1 1
2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 30 36
2 27/16 2,5110 39/16 41/,8
4'/1, 5% 6% 8%
10'/8 12% 141/8 161/8 18'A 201/8 241/8 301/8 361/0
1% 1% 2'/ie 2%
2937/16
4'/,e 49/18 51/16
6'A PA 9% 115/8 13% 15 17 191/8 2116
25'6 31'/. 371/8
3% 4 41/4 41/2 5 61/8 71/8 8% 9% 101/4 11'/4 12% 13% 155/8 18% 21%
21/8 21/2 2/2 3 3 3 3 3 3% 33/4 4 41/4 41/4 41/4 4% 43/4 4% 4% 4%
25/16 23/32 2162 21/16 21/16 2%6
2'.
2,4 21/4 27/32 213/16 213/18 3 31/4 31/4 31/4 3% 3% 3% 3% 3%
1
54
Max. Rec. Load Lbs. for Service Temps. 650°F 750° F 485 485 485 1220 1200 1220 2260 2260 2260 2260 2260 3620 3620 5420 7540 7540 7540 9920 9920 9920 9920 9920
435 435 738 1090 1090 1090 2020 2020 2020 2020 2020 3230 3230 4830 6730 6730 6730 8850 8850 8850 8850 8850
Approx. WL/100 11 12 12 28 30 33 85 93 101 110 124 200 230 486 790 850 935 1360 1476 1698 2027
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Dimensions Shield Size Inside Dia. (in.) A 2.38 2.88 3.50 4.00 4.50 5.00 5.56 6.64 7.65 8.64 7.65 8.64 9.64 10.76 11.76 12.76 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 26.00 27.00 28.00
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Component of State of California OSHPD Approve Seismic Restraints System
4" thru 18" beam width
Material - Carbon Steel Function - Seismic brace attachment to steel. Features - This product's design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure connection to steel where drilling and/or welding of brace connection could present structural issues. Comes completely assembled ready for installation. The Fig. 800 must be used with one of the TOLCOTM Fig. 900 series brace fittings (ordered separately). Installation Instructions - Tighten set bolts against flange until bolt head breaks off. Tighten hex head bolts into clamp body until lock washers are fully flat. Application Note - Allows bracing in either lateral or longitudinal direction. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
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TOLCO Steel Fig. 65/66 components were used during structural testing and are required to achieve the listed results. Malleable iron components must never be substituted because of their serious potential for fracture and failure.
3 Dimensions
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Along Beam
Across Beam
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Component of State of California OSHPD Approved Seismic Restraints System
Size Range One size accommodatesall TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs.
:2
Material - Carbon Steel Function - *To attach sway and hanger assemblies bracing to steel bar joist structural members..
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Important Structural Note: The TOLCO Fig. 825 has significant UL established design loads, however, structural issues related to the steel joist member require restricted location Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs.
installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For installations within the center third section of the joist span, use UL
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Maximum Design Load 1265 Lbs.
Finish - Plain Order By - Figure number and finish *Important Note - The Fig. 825A is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 825A must be used onlv with other TOLCO bracing products. Patent #6,098,942 Bar joist shown attached to various roof materials •-
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Size Range - 1" bracing pipe. For brace pipe sizes larger than 1", use TOLCO Fig. 980. Material - Carbon Steel, hardened cone point engaging screw
12
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Function - The structural combonent of a sway and seismic bracing system.
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Features - This product's design incorporates a concentric attachment opening whi6h is critical.to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracin0''pi•e is required. Open design allows for easy inspection of pipe.engagement. All steel construction eliminates deficiencies associated withrhalleable type attachments. Fastener
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-4
Application Note - The Fig. 909 is used in conjunction with the TOLCO Fjg. 100Q, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined together with bracing pipe. Install per.NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restraint Manual.
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Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included.in, our Seismic Restraints Catalog approved
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by the State of California Office of Statewide Health Planning and Development (OSHPD). For-additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines.
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Dimensions
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Pipe Size
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Max. Design. Load Lbs.
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Component of State of California OSHPD Approvet Seismic Restraints System
Material - Carbon Steel Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 ( 1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes of bracing pipe, strut or structural steel. Mounts to any surface angle. Break
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A B
Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Note - The Fig. 980 Swivel Attathment and the Fig. 1001, Fig. 1000, Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) Finish - Plain Note - Available in Electro-Galvanized finish. Order By - Figure number and finish. Important Note - The Fig. 98= is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fia. 980 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS.
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Material - Carbon Steel Function - Multi-functional attachment to hanger rod, trapeze rod,
11 i
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: 021 •
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Material - Carbon Steel
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Function - Cable attachment for sway bracing. Attaches sway brace to structure or to hanger. To be used with 7x 19 strand core pre-stretched galvanized aircraft cable. Features - Cable easily slides into oversized front arch opening. Breakaway hex nuts assure verification of proper installation. Will mount to any surface angle.
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Maximum Design Load Lbs. 975* 2050* 3150*
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Fig. 991 - Fast Attach
Size Range- 1/8", 3/16" and 1/4" pre-stretched cable. Fits rod size 3/8" thru 3/4".
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Material - Carbon Steel Function - Cable attachment for sway bracing. Attaches sway brace to hanger rod. To be used with 7x 19 strand core pre-stretched galvanized
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Features - Fits multiple-sizes of cable. Cable easily slides into oversized front arch opening. Swivel allows adjustment to various surface angles. Break-away hex nuts assure verification of proper installation torque. Unique "Fast-Attach" yoke design allows Fig. 991 to
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be installed using hanger rods 3/8" through 3/4" in size. "Stackable" design allows installation of both lateral and longitudinal braces, as well as opposing braces, to be easily installed on a single hanger rod, with no disassembly. The retrofit yoke has a visual verification of proper installation torque. Tighten existing hex nut down until the slight gap in the yoke assembly closes completely. Approvals - Included in our Seismic Restraint Systems Guidelines, approved by the California Office of Statewide Health and Development (OSHPD).
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Finish - Electro-Galvanized Order By - Figure number, rod size 3/8" through 3/4"
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Weights 042
Cable Diameter
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Maximum Design Load Lbs.
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Fig. 1000 - : : Fast Clamp" Sway Brace Attachment
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Component of State of California OSHPD Approved Seismic Restraints System
Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40.* Pipe size used for bracing: 1" and 11/4" Schedule 40 IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6-8 ft. lbs.
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Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1000 is used in conjunction with a TOLCOTM Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Can be used to brace Schedules 7 thru 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace with Fig. 907. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. Comes assembled and individually packaged with
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illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond the Fig. 1000 is recommended.
Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size - 1265 lbs.
Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHP[)). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Important Note - The Fig. 1000 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure Derformance. the UL Listing requires that the Fig. 1000 must be used only with other TOLCO bracing products.
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