1111 80TH ST SW 100 JAMCO 2025-01-23

victaulic.com I Couplings I Flexible I Style 75 I Publication 06.05 Dimensions Style 75 Y Z 0 II ..,e,--------- mil ..",rewi- �upof Actual Maximum Maximum Allow. Dimensions Approx. Nominal Outside Working End Pipe End Deflection from Weight Size Diameter Pressure 2 Load 2 Separation3 Centerline3 Bolt/Nut's X Y Z Each Pipe inches inches psi lbs. inches Per Cplg. inches/ft. inches inches inches lbs. mm mm kPa N mm Degrees mm/m (No.)size inches mm mm mm kg _ 1 1.315 500 680 0-0.06 .,,, ,,,, 0.57 ,, 3G„ , 2.38 4.27 1.77 1.3 L7 33.4 347U 3U27 U-1.0 40 0 1 100 47 U.0 1'/a 1.660 500 1080 0-0.06 0.45 _ 2.68 4.61 1.77 1.4 32 42.2 3450 4805 0-1.6 2°-10 38 2 3/8 x 2 68 117 45 0.6 1 Yz 1.900 500 1420 0-0.06 °- 0.40 3 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 1 56' 33 2-/a x 2 74 122 45 0.6 2 2.375 500 2215 0-0.06 0.32 _ 3.43 5.22 1.88 1.7 50 60.3 3450 9860 0-1.6 1°-31 26 2 3/s x 2 87 133 48 0.8 21 2.875 500 3245 0-0.06 °- 0.26 3 3.88 5.68 1.88 1.9 65 73.0 3450 14440 0-1.6 1 15' 22 2-/s x Z 98 144 48 0.9 3.000 500 3535 0-0.06 0.26 4.00 5.90 1.88 1.9 76.1 mm 1°-12' 2-3/8 x 2 76.1 3450 15730 0-1.6 22 102 150 48 0.9 3 3.500 500 4800 0-0.06 0.22 _ 4.50 7.00 1.88 2.9 80 88.9 3450 21360 0-1.6 1°-2 18 2 '/z x 2 3/4 114 178 48 1.3 3'/z 4.000 500 6300 0-0.06 0.19 _ 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0-1.6 00 54 16 2 '/:x 2 3/a 127 191 48 1.3 4 4.500 500 7950 0-0.13 0.34 5.80 8.03 2.13 4.1 10-36'III100 114.3 3450 35380 0-3.2 28 147 204 54 1.9 1=E0 1E0 6700 0 0.13 O.JE E.EE 7.77 '�.1 J 3.7 108.0 mm 108.0 3100 28395 0-3.2 1°-41' 29 2-12 x 70 141 198 54 1.7 4'/z 5.000 450 8820 0-0.13 0.25 6.13 9.43 2.13 5.5 120 127.0 3100 39250 0-3.2 1°-26' 21 2-5/s x 31/4 156 240 54 2.5 5 5.563 450 10935 0-0.13 1°-18' 0.27 2-5/s x 3'/a 6.88 10.07 -2.13 5.8 125 141.3 3100 48660 0-3.2 23 175 256 54 2.6 5.250 450 9735 0-0.13 0.28 6.55 9.37 2.13 6.0 133.0 mm 133.0 3100 43325 0-3.2 1°-21' 24 2 16 x 82.5 166 238 54 2.7 5.500 450 10665 0-0.13 0.28 6.80 9.59 2.13 6.3 139.7 mm 1°-18' 2-5/e x 3'/a 139.7 3100 47460 0-3.2 24 173 244 54 2.9 6.000 450 12735 0-0.13 0.21 7.38 10.48 1.88 6.2 152.4 mm 1°-12' 2-5/sx3'A 152.4 3100 56670 0-3.2 18 187 266 48 2.8 6 6.625 450 15525 0-0.13 0.23 8.00 11.07 2.13 7.0 150 168.3 3100 69085 0-3.2 1°-5' 18 2-5/e x 3'/a 203 281 54 3.2 6.250 450 13800 0-0.13 0.24 7.63 10.49 2.13 6.8 159.0 mm 159.0 3100 61405 0-3.2 1°-9' 20 2-16 x 82.5 194 266 54 3.1 8 8.625 450 26280 0-0.13 0°-50' 0.18 2-3/a x 4 Ya 10.34 13.97 2.13 12.4 200 219.1 3100 116945 0-3.2 14 263 355 59 5.6 2 Working Pressure and End Load are total,from all internal and external loads,based on standard weight(ANSI)steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. 3 Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled.These figures are maximums;for design and installation purposes these figures should be reduced by: 50%for 3/a-31/2"/20-90 mm;25%for 4"/100 mm and larger. 4 Number of bolts required equals number of housing segments. General Notes Metric thread size bolts are available(color coded gold)for all coupling sizes upon request.Contact Victaulic for details. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. III 06.05 1470 Rev 0 Updated 09/2014 ©2014 Victaulic Company.All rights reserved. victaulic.com 3 ctaulic