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 2 - Maximum Hanger Spacing for Copper Tubing 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 Tubing 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) 15 (4.57) I 30 (9.14) I 8.3 (0.037) 3/8"-16 0.43 (0.64) 1/2" (15) 6 (1.83) 12 (3.66) I 24 (7.32) I 7.6 (0.034) 3/8"-16 0.43 (0.64) 1/2" (15) 7 (2.13) 14 (4.27) I 28 (8.54) I 8.9 (0.039) 3/8"-16 0.43 (0.64) 1/2" (15) 8 (2.44) 8 (2.44) I 16 (4.88) I 7.1 (0.031) 3/8"-16 0.43 (0.64) 1/2" (15) 10 (3.05) 0 (0.00) I 0 (0.00) I 4.9 (0.022) 3/8"-16 0.43 (0.64) 3/4" (20) 5 (1.52) 15 (4.57) I 30 (9.14) I 16.0 (0.071) 3/8"-16 0.83 (1.23) 3/4" (20) 6 (1.83) 12 (3.66) I 24 (7.32) I 14.7 (0.065) 3/8"-16 0.83 (1.23) 3/4" (20) 7 (2.13) 14 (4.27) I 28 (8.54) I 17.1 (0.076) 3/8"-16 0.83 (1.23) 3/4" (20) 8 (2.44) 8 (2.44) I 16 (4.88) I 13.6 (0.060) 3/8"-16 0.83 (1.23) 3/4" (20) 10 (3.05) 10 (3.05) I 20 (6.10) I 17.0 (0.075) 3/8"-16 0.83 (1.23) 1" (25) 5 (1.52) 20 (6.10) I 40 (12.19) I 28.0 (0.124) 3/8"-16 1.18 (1.75) 1" (25) 6 (1.83) 18 (5.48) I 36 (10.97) I 27.3 (0.121) 3/8"-16 1.18 (1.75) 1" (25) 7 (2.13) 14 (4.27) I 28 (8.54) I 24.4 (0.108) 3/8"-16 1.18 (1.75) 1" (25) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 27.8 (0.123) 3/8"-16 1.18 (1.75) 1" (25) 10 (3.05) 10 (3.05) I 20 (6.10) I 24.2 (0.107) 3/8"-16 1.18 (1.75) 1 1 /4" (32) 5 (1.52) 20 (6.10) I 40 (12.19) I 37.3 (0.166) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 44.7 (0.199) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 7 (2.13) 21 (6.40) I 42 (12.80) I 42.3 (0.188) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 8 (2.44) 16 (4.88) I 32 ( 9.75) I 37.1 (0.165) 3/8"-16 1.57 (2.33) 1 1 /4" (32) 10 (3.05) 20 (6.10) I 40 (12.19) I 46.3 (0.206) 3/8"-16 1.57 (2.33) 1 1 /2" (40) 5 (1.52) 25 (7.62) I 50 (15.24) I 59.3 (0.264) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 59.8 (0.266) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 64.7 (0.288) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 10 (3.05) 20 (6.10) I 40 (12.19) I 61.9 (0.275) 3/8"-16 2.10 (3.17) 1 1 /2" (40) 12 (3.66) 12 (3.66) I 24 (7.32) I 51.7 (0.230) 3/8"-16 2.10 (3.17) 2" (50) 5 (1.52) 30 (9.15) I 60 (18.30) I 110.4 (0.491) 3/8"-16 3.37 (5.01) 2" (50) 6 (1.83) 24 (7.32) I 48 ( 14.64) I 96.0 (0.427) 3/8"-16 3.37 (5.01) 2" (50) 8 (2.44) 24 (7.32) I 48 ( 14.64) I 103.8 (0.462) 3/8"-16 3.37 (5.01) 2" (50) 10 (3.05) 20 (6.10) I 40 (12.19) I 99.4 (0.442) 3/8"-16 3.37 (5.01) 2" (50) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 119.3 (0.530) 3/8"-16 3.37 (5.01) 2 1 /2" (65) 5 (1.52) 30 (9.15) I 55 (16.76) I 150.1 (0.667) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 6 (1.83) 30 (9.15) I 54 (16.46) I 153.5 (0.683) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 9 (2.74) 27 (8.23) I 54 (16.46) I 170.5 (0.758) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 10 (3.05) 30 (9.15) I 50 (15.24) I 167.3 (0.744) 1/2"-13 4.92 (7.32) 2 1 /2" (65) 12 (3.66) 24 (7.32) I 48 ( 14.64) I 174.2 (0.775) 1/2"-13 4.92 (7.32) 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 93 of Raafat S. Aboulhosn Structural Engineer S 3913
SUPPORT SPACING FOR SINGLE ROD HANGER PIPING Table 2 - Maximum Hanger Spacing for Copper Tubing 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 Tubing 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) 5 (1.52) 35 (10.67) II 70 (21.33) III 259.3 (1.153) 1/2"-13 6.96 (10.35) 3" (80) 6 (1.83) 30 (9.15) I 60 (18.29) II 235.9 (1.049) 1/2"-13 6.96 (10.35) 3" (80) 8 (2.44) 32 (9.75) II 64 (19.61) II 264.5 (1.176) 1/2"-13 6.96 (10.35) 3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 267.9 (1.191) 1/2"-13 6.96 (10.35) 3" (80) 12 (3.66) 24 (7.32) I 48 ( 14.64) II 246.4 (1.096) 1/2"-13 6.96 (10.35) 3 1 /2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 336.0 (1.494) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 8 (2.44) 32 (9.75) II 64 (19.61) III 342.7 (1.524) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 347.3 (1.545) 1/2"-13 9.02 (13.42) 3 1 /2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 319.3 (1.420) 1/2"-13 9.02 (13.42) 4" (100) 5 (1.52) 36 (10.98) II 72 (21.94) IV 454.7 (2.022) 1/2"-13 11.57 (17.21) 4" ( 100) 6 (1.83) 32 (9.75) II 64 (19.61) IV 439.6 (1.955) 1/2"-13 11.57 (17.21) 4" ( 100) 8 (2.44) 30 (9.15) II 60 (18.29) III 445.4 (1.981) 1/2"-13 11.57 (17.21) 4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) IV 534.5 (2.377) 1/2"-13 11.57 (17.21) 4" ( 100) 11 (3.35) 30 (9.15) II 60 (18.29) III 511.9 (2.277) 1/2"-13 11.57 (17.21) Notes: 1). Many codes require pipe hangers to be spaced every 10’-0” (3.05m) regardless of size. Check your local codes. Spacing and capacities are based on water filled standard weight pipe. Closer hanger spacing may be required when additional valves and fittings increase the load. For electrical conduit support spacing and weight of conduit filled with conductors information, see B-Line Strut Systems Catalog. 2). The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for brace attachment details. 3). The hanger and rod loads indicates the maximum tension in the rod (and hanger) due to gravity and the additional seismic forces at the braced location. Select a pipe hanger from pages 63 thru 71 that meets the hanger load requirements. Select a rod attachment detail from pages 39 thru 56 that meets the rod load requirements. Be sure to follow the guidelines on page 57 & 58 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary, are only required at braced locations. Unbraced hangers do not require rod stiffeners. 4). Braces must be attached within 4 inches (101mm) of hanger, see Figure 5, 6 and 8. 5). Table 1 is for steel pipe. Spacing limitations may exist for other types of pipe. See Note E) on page 9. 6). Seismic forces include 1 /3 of horizontal seismic force applied in vertical direction. 7). Consult appropriate plumbing code for non-braced hanger rod sizes. 8). Charts on pages 91 - 94 are for 0.45g (ASD) applications. 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 94 of
- Page 45 and 46: Concrete Attachments To Slab HANGER
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SUPPORT SPACING FOR SINGLE ROD HANGER PIPING<br />
Table 2 - Maximum Hanger Spacing for Copper Tubing<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 />
Tubing 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 />
3" (80) 5 (1.52) 35 (10.67) II 70 (21.33) III 259.3 (1.153) 1/2"-13 6.96 (10.35)<br />
3" (80) 6 (1.83) 30 (9.15) I 60 (18.29) II 235.9 (1.049) 1/2"-13 6.96 (10.35)<br />
3" (80) 8 (2.44) 32 (9.75) II 64 (19.61) II 264.5 (1.176) 1/2"-13 6.96 (10.35)<br />
3" (80) 10 (3.05) 30 (9.15) II 60 (18.29) II 267.9 (1.191) 1/2"-13 6.96 (10.35)<br />
3" (80) 12 (3.66) 24 (7.32) I 48 ( 14.64) II 246.4 (1.096) 1/2"-13 6.96 (10.35)<br />
3 1 /2" (90) 5 (1.52) 35 (10.67) II 70 (21.33) III 336.0 (1.494) 1/2"-13 9.02 (13.42)<br />
3 1 /2" (90) 8 (2.44) 32 (9.75) II 64 (19.61) III 342.7 (1.524) 1/2"-13 9.02 (13.42)<br />
3 1 /2" (90) 10 (3.05) 30 (9.15) II 60 (18.29) III 347.3 (1.545) 1/2"-13 9.02 (13.42)<br />
3 1 /2" (90) 12 (3.66) 24 (7.32) II 48 ( 14.64) II 319.3 (1.420) 1/2"-13 9.02 (13.42)<br />
4" (100) 5 (1.52) 36 (10.98) II 72 (21.94) IV 454.7 (2.022) 1/2"-13 11.57 (17.21)<br />
4" ( 100) 6 (1.83) 32 (9.75) II 64 (19.61) IV 439.6 (1.955) 1/2"-13 11.57 (17.21)<br />
4" ( 100) 8 (2.44) 30 (9.15) II 60 (18.29) III 445.4 (1.981) 1/2"-13 11.57 (17.21)<br />
4" ( 100) 9 (2.74) 36 (10.98) II 72 (21.94) IV 534.5 (2.377) 1/2"-13 11.57 (17.21)<br />
4" ( 100) 11 (3.35) 30 (9.15) II 60 (18.29) III 511.9 (2.277) 1/2"-13 11.57 (17.21)<br />
Notes:<br />
1). Many codes require pipe hangers to be spaced every 10’-0” (3.05m) regardless of size. Check<br />
your local codes. Spacing and capacities are based on water filled standard weight pipe. Closer<br />
hanger spacing may be required when additional valves and fittings increase the load. For<br />
electrical conduit support spacing and weight of conduit filled with conductors information,<br />
see B-<strong>Line</strong> Strut Systems Catalog.<br />
2). The “structure connection type” is the brace anchorage requirement. See pages 23 thru 38 for<br />
brace attachment details.<br />
3). The hanger and rod loads indicates the maximum tension in the rod (and hanger) due to gravity<br />
and the additional seismic forces at the braced location. Select a pipe hanger from pages<br />
63 thru 71 that meets the hanger load requirements. Select a rod attachment detail from pages<br />
39 thru 56 that meets the rod load requirements. Be sure to follow the guidelines on page 57 &<br />
58 to see if a rod stiffener is required, due to the length of the rod. Rod stiffeners, if necessary,<br />
are only required at braced locations. Unbraced hangers do not require rod stiffeners.<br />
4). Braces must be attached within 4 inches (101mm) of hanger, see Figure 5, 6 and 8.<br />
5). Table 1 is for steel pipe. Spacing limitations may exist for other types of pipe. See<br />
Note E) on page 9.<br />
6). <strong>Seismic</strong> forces include 1 /3 of horizontal seismic force applied in vertical direction.<br />
7). Consult appropriate plumbing code for non-braced hanger rod sizes.<br />
8). Charts on pages 91 - 94 are for 0.45g (ASD) applications.<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 />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913<br />
6 - 2 - 06<br />
94<br />
of