Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
SUPPORT SPACING FOR SINGLE ROD HANGER PIPING Table 1 - Maximum Hanger Spacing for Steel Pipe Seismic Force Level (g’s) 0.45g (ASD) Field Maximum Transverse Maximum Longitudinal Braced Minimum Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled Pipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m) 1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 28 (0.124) 3/8"-16 0.98 (1.41) 1/2" (15) 6 (1.83) 24 (7.31) I 48 (14.63) I 28 (0.124) 3/8"-16 0.98 (1.46) 1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.07) I 33 (0.147) 3/8"-16 0.98 (1.46) 1/2" (15) 8 (2.44) 24 (7.31) I 48 (14.63) I 30 (0.133) 3/8"-16 0.98 (1.46) 1/2" (15) 10 (3.05) 20 (6.09) I 40 (12.19) I 29 (0.129) 3/8"-16 0.98 (1.46) 3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 45 (0.200) 3/8"-16 1.36 (2.02) 3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 46 (0.204) 3/8"-16 1.36 (2.02) 3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.07) I 45 (0.200) 3/8"-16 1.36 (2.02) 3/4" (20) 8 (2.44) 24 (7.31) I 48 (14.63) I 42 (0.187) 3/8"-16 1.36 (2.02) 3/4" (20) 10 (3.05) 20 (6.09) I 40 (12.19) I 40 (0.178) 3/8"-16 1.36 (2.02) 1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 77 (0.342) 3/8"-16 2.06 (3.06) 1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 81 (0.360) 3/8"-16 2.06 (3.06) 1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 81 (0.360) 3/8"-16 2.06 (3.06) 1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 78 (0.347) 3/8"-16 2.06 (3.06) 1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 79 (0.351) 3/8"-16 2.06 (3.06) 1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 122 (0.542) 3/8"-16 2.92 (4.34) 1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 115 (0.511) 3/8"-16 2.92 (4.34) 1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 115 (0.511) 3/8"-16 2.92 (4.34) 1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 132 (0.587) 3/8"-16 2.92 (4.34) 1 1 /4" (32) 10 (3.05) 30 (9.15) I 80 (24.38) I 112 (0.498) 3/8"-16 2.92 (4.34) 1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 150 (0.667) 3/8"-16 3.60 (5.36) 1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 141 (0.627) 3/8"-16 3.60 (5.36) 1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 154 (0.685) 3/8"-16 3.60 (5.36) 1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) II 171 (0.760) 3/8"-16 3.60 (5.36) 1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 166 (0.738) 3/8"-16 3.60 (5.36) 2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 213 (0.947) 3/8"-16 5.10 (7.59) 2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 200 (0.889) 3/8"-16 5.10 (7.59) 2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 231 (1.027) 3/8"-16 5.10 (7.59) 2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.076) 3/8"-16 5.10 (7.59) 2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 236 (1.050) 3/8"-16 5.10 (7.59) 2 1 /2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) II 329 (1.463) 1/2"-13 7.87 (11.71) 2 1 /2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) II 309 (1.374) 1/2"-13 7.87 (11.71) 2 1 /2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) II 356 (1.583) 1/2"-13 7.87 (11.71) 2 1 /2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) II 374 (1.663) 1/2"-13 7.87 (11.71) 2 1 /2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) II 364 (1.619) 1/2"-13 7.87 (11.71) Continued on following page. COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: 6 - 2 - 06 91 of Raafat S. Aboulhosn Structural Engineer S 3913
SUPPORT SPACING FOR SINGLE ROD HANGER PIPING Field Maximum Transverse Maximum Longitudinal Braced Minimum Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled Pipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m) 3" (80) 6 (1.83) 36 (10.98) II 72 (21.94) IV 422 (1.877) 1/2"-13 10.75 (16.00) 3" (80) 8 (2.44) 40 (12.19) II 80 (24.38) IV 486 (2.162) 1/2"-13 10.75 (16.00) 3" (80) 10 (3.05) 40 (12.19) II 80 (24.38) IV 511 (2.273) 1/2"-13 10.75 (16.00) 3" (80) 12 (3.66) 36 (10.98) II 72 (21.94) IV 497 (2.211) 1/2"-13 10.75 (16.00) 3" (80) 15 (4.57) 30 (9.15) II 60 (18.30) III 476 (2.117) 1/2"-13 10.75 (16.00) 3 1 /2" (90) 6 (1.83) 36 (10.98) III 72 (21.94) IV 526 (2.340) 1/2"-13 13.39 (19.92) 3 1 /2" (90) 8 (2.44) 40 (12.19) III 80 (24.38) V 605 (2.691) 1/2"-13 13.39 (19.92) 3 1 /2" (90) 10 (3.05) 40 (12.19) III 80 (24.38) V 636 (2.829) 1/2"-13 13.39 (19.92) 3 1 /2" (90) 12 (3.66) 36 (10.98) III 72 (21.94) IV 619 (2.753) 1/2"-13 13.39 (19.92) 3 1 /2" (90) 15 (4.57) 30 (9.15) II 60 (18.30) IV 592 (2.633) 1/2"-13 13.39 (19.92) 4" (100) 6 (1.83) 36 (10.98) III 72 (21.94) V 641 (2.851) 5/8"-11 16.31 (24.27) 4" (100) 8 (2.44) 40 (12.19) III 80 (24.38) V 737 (3.278) 5/8"-11 16.31 (24.27) 4" (100) 10 (3.05) 40 (12.19) III 80 (24.38) V 775 (3.447) 5/8"-11 16.31 (24.27) 4" (100) 12 (3.66) 36 (10.98) III 72 (21.94) V 753 (3.349) 5/8"-11 16.31 (24.27) 4" (100) 15 (4.57) 30 (9.15) III 60 (18.30) IV 722 (3.211) 5/8"-11 16.31 (24.27) 5" (125) 8 (2.44) 40 (12.19) IV 40 (12.19) IV 636 (2.829) 5/8"-11 23.39 (34.81) 5" (125) 10 (3.05) 40 (12.19) IV 40 (12.19) IV 690 (3.069) 5/8"-11 23.39 (34.81) 5" (125) 12 (3.66) 36 (10.98) IV 36 (10.98) IV 702 (3.122) 5/8"-11 23.39 (34.81) 5" (125) 15 (4.57) 30 (9.15) III 45 (13.71) IV 877 (3.901) 5/8"-11 23.39 (34.81) 5" (125) 18 (5.49) 36 (10.98) IV 36 (10.98) IV 863 (3.838) 5/8"-11 23.39 (34.81) 6" (150) 8 (2.44) 32 (9.76) IV 32 (9.76) IV 743 (3.305) 3/4"-10 31.49 (46.86) 6" (150) 10 (3.05) 30 (9.15) IV 30 (9.15) IV 787 (3.500) 3/4"-10 31.49 (46.86) 6" (150) 12 (3.66) 24 (7.32) IV 24 (7.32) IV 775 (3.447) 3/4"-10 31.49 (46.86) 6" (150) 15 (4.57) 30 (9.15) IV 30 (9.15) IV 948 (4.217) 3/4"-10 31.49 (46.86) 6" (150) 18 (5.49) 18 (5.49) IV 18 (5.49) IV 907 (4.034) 3/4"-10 31.49 (46.86) 8" (200) 8 (2.44) 24 (7.32) V 24 (7.32) V 1005 (4.470) 3/4"-10 50.23 (74.75) 8" (200) 10 (3.05) 30 (9.15) V 30 (9.15) V 1256 (5.587) 3/4"-10 50.23 (74.75) 8" (200) 12 (3.66) 24 (7.32) V 24 (7.32) V 1236 (5.498) 3/4"-10 50.23 (74.75) 8" (200) 15 (4.57) 30 (9.15) V 30 (9.15) V 1544 (6.868) 3/4"-10 50.23 (74.75) 8" (200) 20 (6.10) 20 (6.10) V 20 (6.10) V 1607 (7.148) 3/4"-10 50.23 (74.75) 10" (250) 8 (2.44) 16 (4.88) V 16 (4.88) V 1223 (5.440) 7/8"-9 74.60 (111.01) 10" (250) 10 (3.05) 20 (6.10) V 20 (6.10) V 1529 (6.801) 7/8"-9 74.60 (111.01) 10" (250) 12 (3.66) 12 (3.66) V 12 (3.66) V 1432 (6.370) 7/8"-9 74.60 (111.01) 10" (250) 15 (4.57) 15 (4.57) V 15 (4.57) V 1790 (7.962) 7/8"-9 74.60 (111.01) 10" (250) 20 (6.10) 20 (6.10) V 20 (6.10) V 2387 (10.618) 7/8"-9 74.60 (111.01) 12" (300) 8 (2.44) 8 (2.44) V 8 (2.44) V 1307 (5.814) 7/8"-9 102.10 (151.94) 12" (300) 10 (3.05) 10 (3.05) V 10 (3.05) V 1633 (7.264) 7/8"-9 102.10 (151.94) 12" (300) 12 (3.66) 12 (3.66) V 12 (3.66) V 1960 (8.718) 7/8"-9 102.10 (151.94) 12" (300) 15 (4.57) 15 (4.57) V 15 (4.57) V 2450 (10.898) 7/8"-9 102.10 (151.94) COOPER B-Line 509 West Monroe Street Highland, Illinois 62249 Phone: 800-851-7415 Fax: 618-654-1917 Date: Page No. Sheet Number: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 92 of
- Page 43 and 44: Concrete Attachments To Slab HANGER
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- Page 47 and 48: Concrete Attachments To Slab HANGER
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- Page 51 and 52: Strut Attachments Typical All Threa
- Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
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- Page 65 and 66: APPROVED COMPONENTS Hardware SEISMI
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- Page 79 and 80: APPROVED COMPONENTS 2” (50.8mm) 3
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- Page 83 and 84: APPENDIX - SEISMIC MAP SEISMIC MAP
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- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
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- Page 117 and 118: Seismic Bracing Charts for Trapeze
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SUPPORT SPACING FOR SINGLE ROD HANGER PIPING<br />
Table 1 - Maximum Hanger Spacing for Steel Pipe<br />
<strong>Seismic</strong> Force Level (g’s) 0.45g (ASD)<br />
Field Maximum Transverse Maximum Longitudinal Braced Minimum<br />
Hanger Transverse Structure Longitudinal Structure Hanger & Braced Water<br />
Nominal Spacing Support Connection Support Connection Rod Loads Rod Filled<br />
Pipe Size See Note 1 Spacing Type Spacing Type See Note 3 Size Weight<br />
in. (mm) ft. (m) ft. (m) See Note 2 ft. (m) See Note 2 lbs. (kN) lbs./ft. (kg/m)<br />
1/2" (15) 5 (1.52) 25 (7.62) I 50 (15.24) I 28 (0.124) 3/8"-16 0.98 (1.41)<br />
1/2" (15) 6 (1.83) 24 (7.31) I 48 (14.63) I 28 (0.124) 3/8"-16 0.98 (1.46)<br />
1/2" (15) 7 (2.13) 28 (8.54) I 56 (17.07) I 33 (0.147) 3/8"-16 0.98 (1.46)<br />
1/2" (15) 8 (2.44) 24 (7.31) I 48 (14.63) I 30 (0.133) 3/8"-16 0.98 (1.46)<br />
1/2" (15) 10 (3.05) 20 (6.09) I 40 (12.19) I 29 (0.129) 3/8"-16 0.98 (1.46)<br />
3/4" (20) 5 (1.52) 30 (9.15) I 60 (18.30) I 45 (0.200) 3/8"-16 1.36 (2.02)<br />
3/4" (20) 6 (1.83) 30 (9.15) I 60 (18.30) I 46 (0.204) 3/8"-16 1.36 (2.02)<br />
3/4" (20) 7 (2.13) 28 (8.54) I 56 (17.07) I 45 (0.200) 3/8"-16 1.36 (2.02)<br />
3/4" (20) 8 (2.44) 24 (7.31) I 48 (14.63) I 42 (0.187) 3/8"-16 1.36 (2.02)<br />
3/4" (20) 10 (3.05) 20 (6.09) I 40 (12.19) I 40 (0.178) 3/8"-16 1.36 (2.02)<br />
1" (25) 5 (1.52) 35 (10.67) I 70 (21.35) I 77 (0.342) 3/8"-16 2.06 (3.06)<br />
1" (25) 6 (1.83) 36 (10.98) I 72 (21.94) I 81 (0.360) 3/8"-16 2.06 (3.06)<br />
1" (25) 7 (2.13) 35 (10.67) I 70 (21.35) I 81 (0.360) 3/8"-16 2.06 (3.06)<br />
1" (25) 8 (2.44) 32 (9.75) I 64 (19.51) I 78 (0.347) 3/8"-16 2.06 (3.06)<br />
1" (25) 10 (3.05) 30 (9.15) I 60 (18.30) I 79 (0.351) 3/8"-16 2.06 (3.06)<br />
1 1 /4" (32) 5 (1.52) 40 (12.19) I 80 (24.38) I 122 (0.542) 3/8"-16 2.92 (4.34)<br />
1 1 /4" (32) 6 (1.83) 36 (10.98) I 72 (21.94) I 115 (0.511) 3/8"-16 2.92 (4.34)<br />
1 1 /4" (32) 7 (2.13) 35 (10.67) I 70 (21.35) I 115 (0.511) 3/8"-16 2.92 (4.34)<br />
1 1 /4" (32) 8 (2.44) 40 (12.19) I 80 (24.38) I 132 (0.587) 3/8"-16 2.92 (4.34)<br />
1 1 /4" (32) 10 (3.05) 30 (9.15) I 80 (24.38) I 112 (0.498) 3/8"-16 2.92 (4.34)<br />
1 1 /2" (40) 5 (1.52) 40 (12.19) I 80 (24.38) II 150 (0.667) 3/8"-16 3.60 (5.36)<br />
1 1 /2" (40) 6 (1.83) 36 (10.98) I 72 (21.94) I 141 (0.627) 3/8"-16 3.60 (5.36)<br />
1 1 /2" (40) 9 (2.74) 36 (10.98) I 72 (21.94) I 154 (0.685) 3/8"-16 3.60 (5.36)<br />
1 1 /2" (40) 10 (3.05) 40 (12.19) I 80 (24.38) II 171 (0.760) 3/8"-16 3.60 (5.36)<br />
1 1 /2" (40) 12 (3.66) 36 (10.98) I 72 (21.94) I 166 (0.738) 3/8"-16 3.60 (5.36)<br />
2" (50) 5 (1.52) 40 (12.19) I 80 (24.38) II 213 (0.947) 3/8"-16 5.10 (7.59)<br />
2" (50) 6 (1.83) 36 (10.98) I 72 (21.94) II 200 (0.889) 3/8"-16 5.10 (7.59)<br />
2" (50) 8 (2.44) 40 (12.19) I 80 (24.38) II 231 (1.027) 3/8"-16 5.10 (7.59)<br />
2" (50) 10 (3.05) 40 (12.19) I 80 (24.38) II 242 (1.076) 3/8"-16 5.10 (7.59)<br />
2" (50) 12 (3.66) 36 (10.98) I 72 (21.94) II 236 (1.050) 3/8"-16 5.10 (7.59)<br />
2 1 /2" (65) 5 (1.52) 40 (12.19) II 80 (24.38) II 329 (1.463) 1/2"-13 7.87 (11.71)<br />
2 1 /2" (65) 6 (1.83) 36 (10.98) II 72 (21.94) II 309 (1.374) 1/2"-13 7.87 (11.71)<br />
2 1 /2" (65) 8 (2.44) 40 (12.19) II 80 (24.38) II 356 (1.583) 1/2"-13 7.87 (11.71)<br />
2 1 /2" (65) 10 (3.05) 40 (12.19) II 80 (24.38) II 374 (1.663) 1/2"-13 7.87 (11.71)<br />
2 1 /2" (65) 12 (3.66) 36 (10.98) II 72 (21.94) II 364 (1.619) 1/2"-13 7.87 (11.71)<br />
Continued on following page.<br />
COOPER B-<strong>Line</strong><br />
509 West Monroe Street<br />
Highland, Illinois 62249<br />
Phone: 800-851-7415<br />
Fax: 618-654-1917<br />
Date:<br />
Page No.<br />
Sheet Number:<br />
6 - 2 - 06<br />
91<br />
of<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913
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