Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
APPROVED COMPONENTS Seismic Approvals: Trapeze Hanger, Longitudinal Brace, Transverse Brace, Threaded Stiffener Single Channel “A” Channel 3/8" (9mm) 1 5 /8" (41mm) 7/8" (22mm) 3/8" (9mm) Y ‘H x ’ Notes: Standard Lengths: 10 ft. (3.05 m) & 20 ft. (6.09 m) Finishes: Plain, Dura-Green Epoxy, and Pre-Galvanized Height Dimensions ‘H’ Channel ‘H’ ‘Hx” in. (mm) in. (mm) B54 13 /16” (20) 0.3422 (8.7) B52 13 /16” (20) 0.3366 (8.5) B42 1” (25) 0.4226 (10.7) B32 1 3 /8” (35) 0.6052 (15.4) B24 1 5 /8” (41) 0.7304 (18.5) B22 1 5 /8” (41) 0.7189 (18.2) B22A 3 1 /4” (82) 1.6250 (41.3) B12 2 7 /16” (62) 1.1127 (28.2) B12A 4 7 /8” (124) 2.4375 (61.9) B11 3 1 /4” (82) 1.5112 (38.4) B11A 6 1 /2” (165) 3.2500 (82.5) X Y Y 13/16" (20mm) X 9/32" (7mm) ‘H x ’ B_ _SH 9 /16" (14mm) x 1 1 /8" (28mm) slots 2" (51mm) on centers. 1" (25mm) from end of channel to center of first slot. B_ _SHA 9/16" (14mm) x 1 1 /8" (28mm) slots 2" (51mm) on centers. 1" (25mm) from end of channel to center of first slot. All B12SHA & B11SHA channels are mig welded. X 13/16" (20mm) Y 1 5 /8" (41mm) X ‘H’ Table 3 SECTION PROPERTIES X -X Axis Y - Y Axis Areas of Moment of Section Radius of Moment of Section Radius of Channel Weight Section Inertia (I) Modulus (S) Gyration (R) Inertia (I) Modulus (S) Gyration (R) lbs./ft. kg/m in. 2 (cm 2 ) in. 4 (cm 4 ) in. 3 (cm 3 ) in. (cm) in. 4 (cm 4 ) in. 3 (cm 3 ) in. (cm) B54 1.01 (1.51) .299 (1.93) .0263 (1.09) .0560 (0.92) .297 (0.75) .1106 (4.60) .1361 (2.23) .608 (1.55) B52 1.31 (1.95) .386 (2.49) .0320 (1.33) .0673 (1.10) .288 (0.73) .1404 (5.84) .1728 (2.83) .603 (1.53) B42 1.47 (2.18) .432 (2.79) .0554 (2.31) .0968 (1.59) .358 (0.91) .1645 (6.85) .2025 (3.32) .617 (1.57) B32 1.73 (2.58) .510 (3.29) .1252 (5.21) .1626 (2.67) .496 (1.26) .2098 (8.73) .2582 (4.23) .642 (1.63) B24 1.44 (2.15) .424 (2.74) .1494 (6.22) .1670 (2.74) .594 (1.51) .1857 (7.73) .2286 (3.75) .662 (1.68) B22 1.90 (2.83) .559 (3.61) .1850 (7.70) .2042 (3.34) .580 (1.47) .2340 (9.74) .2880 (4.72) .653 (1.66) B22A 3.80 (5.65) 1.118 (7.21) .9379 (39.04) .5772 (9.46) .924 (2.34) .4681 (19.48) .5761 (9.44) .653 (1.66) B12 2.47 (3.67) .727 (4.69) .5203 (21.65) .3927 (6.43) .852 (2.16) .3306 (13.76) .4068 (6.66) .679 (1.72) B12A 4.94 (7.35) 1.453 (9.37) 2.8132 (117.09) 1.1541 (18.91) 1.402 (3.56) .6611 (27.52) .8137 (13.33) .679 (1.72) B11 3.05 (4.54) .897 (5.79) 1.0917 (45.44) .6278 (10.29) 1.112 (2.82) .4271 (17.78) .5256 (8.61) .696 (1.77) B11A 6.10 (9.08) 1.794 (11.59) 6.2139 (258.64) 1.9120 (31.33) 1.876 (4.76) .8542 (35.55) 1.0513 (17.23) .696 (1.77) Calculations of section properties are based on metal thicknesses as determined by the AISI Cold-Formed Steel Design Manual. For channel loading see page 22. 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 21 of Raafat S. Aboulhosn Structural Engineer S 3913
TRAPEZE BRACING Typical Trapeze ATR ATR Beam Span (BS) B-Line Channel (See below) Beam Span (BS) Uniform Load Concentrated Load Table 4 Channel Type & Uniform Beam Load Rating Beam Span B22SH B22 B22A B12 B12A* B11 B11A* (BS) in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) 12" (305) 2553 (11.35) 2837 (12.62) 8165 (36.32) 5498 (24.45) 3259 (14.49) 4395 (19.54) 4309 (19.16) 24" (610) 1276 (5.68) 1418 (6.31) 4083 (18.16) 2750 (12.23) 3259 (14.49) 4395 (19.54) 4309 (19.16) 36" (914) 851 (3.78) 946 (4.21) 2722 (12.11) 1833 (8.15) 3259 (14.49) 2930 (13.03) 4309 (19.16) 48" (1219) 638 (2.84) 709 (3.15) 2042 (9.08) 1374 (6.11) 3259 (14.49) 2197 (9.77) 4309 (19.16) 60" (1524) 511 (2.27) 568 (2.52) 1633 (7.26) 1100 (4.89) 3231 (14.37) 1758 (7.82) 4309 (19.16) 72" (1829) 426 (1.89) 473 (2.10) 1361 (6.05) 916 (4.07) 2693 (11.98) 1465 (6.51) 4309 (19.16) 84" (2133) 365 (1.62) 405 (1.80) 1167 (5.19) 785 (3.49) 2308 (10.26) 1256 (5.58) 3824 (17.01) 96" (2438) 319 (1.42) 354 (1.57) 1021 (4.54) 687 (3.05) 2019 (8.98) 1011 (4.49) 3346 (14.88) 108" (2743) 284 (1.26) 315 (1.40) 908 (4.04) 611 (2.72) 1795 (7.98) 977 (4.34) 2974 (13.23) 120" (3048) 255 (1.13) 283 (1.26) 817 (3.63) 550 (2.44) 1616 (7.19) 879 (3.91) 2677 (11.91) • Loads shown in chart have a safety factor of 2. • Based on uniformly loaded simple span with adequate lateral bracing using an allowable stress of 21,000 psi (144.7 MPa). • To determine concentrated load capacity at mid-span, multiply the uniform load by 0.5. • Refer to note 3c) on page 17 for uniform and concentrated load requirements. • Use 90% of the solid channel loads for corresponding SH and SHA channels. • Refer to note Q) on page 10 for installations requiring insulated pipe. * These back to back channels are mig welded. Table 4A Structure Channel type and maximum beam span for Connection longitudinal beam loading Type B22SH B22 B22A B12 B12A* B11 B11A* in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) I 176 (4470) 196 (4978) 391 (9931) 276 (7010) 552 (14021) 357 (9068) 714 (18135) II 103 (2616) 114 (2895) 228 (5791) 161 (4089) 322 (8179) 208 (5283) 416 (10566) III 68 (1727) 76 (1930) 152 (3861) 107 (2718) 215 (5461) 139 (3530) 278 (7061) IV 46 (1168) 51 (1295) 101 (2565) 72 (1829) 143 (3632) 93 (2362) 185 (4699) V 32 (813) 35 (889) 70 (1778) 50 (1270) 99 (2514) 64 (1625) 128 (3251) 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 22 of
- Page 1 and 2: SEISMIC RESTRAINTS Multi-Directiona
- Page 3 and 4: TABLE OF CONTENTS General Informati
- Page 5 and 6: GENERAL INFORMATION I p = Importanc
- Page 7 and 8: GENERAL INFORMATION Cable tray syst
- Page 9 and 10: GENERAL INFORMATION c) Check the re
- Page 11 and 12: GENERAL INFORMATION f) When a flexi
- Page 13 and 14: GENERAL NOTES FOR SEISMIC BRACING G
- Page 15 and 16: SINGLE PIPE/CONDUIT BRACING Single
- Page 17 and 18: SINGLE PIPE BRACING PIPE CLAMP TRAN
- Page 19 and 20: CLEVIS HANGER TRANSVERSE BRACING (F
- Page 21 and 22: TRAPEZE BRACING TRAPEZE TRANSVERSE
- Page 23: TRAPEZE BRACING TRAPEZE TRANSVERSE
- Page 27 and 28: STRUCTURAL ATTACHMENTS ‘T’ Conc
- Page 29 and 30: Concrete Attachments Detail 4 Metal
- Page 31 and 32: Concrete Attachments STRUCTURAL ATT
- Page 33 and 34: STRUCTURAL ATTACHMENTS Minimum dist
- Page 35 and 36: STRUCTURAL ATTACHMENTS Concrete Att
- Page 37 and 38: STRUCTURAL ATTACHMENTS Wood Beam At
- Page 39 and 40: STRUCTURAL ATTACHMENTS Wood Beam At
- Page 41 and 42: Structural Steel Detail 16 Case 1 C
- Page 43 and 44: Concrete Attachments To Slab HANGER
- Page 45 and 46: Concrete Attachments To Slab HANGER
- Page 47 and 48: Concrete Attachments To Slab HANGER
- Page 49 and 50: Concrete Attachments To Slab HANGER
- Page 51 and 52: Strut Attachments Typical All Threa
- Page 53 and 54: HANGER ROD ATTACHMENTS & APPROVED C
- Page 55 and 56: HANGER ROD ATTACHMENTS & APPROVED C
- Page 57 and 58: HANGER ROD ATTACHMENTS & APPROVED C
- Page 59 and 60: HANGER ROD SWIVEL ATTACHMENTS A 2 3
- Page 61 and 62: APPROVED COMPONENTS SC228 HANGER RO
- Page 63 and 64: APPROVED COMPONENTS NOTE: B633 can
- Page 65 and 66: APPROVED COMPONENTS Hardware SEISMI
- Page 67 and 68: APPROVED COMPONENTS 'A' (Rod Size)
- Page 69 and 70: APPROVED COMPONENTS 'A' (Rod Size)
- Page 71 and 72: APPROVED COMPONENTS Copper Adjustab
- Page 73 and 74: APPROVED COMPONENTS Vertical Load S
TRAPEZE BRACING<br />
Typical Trapeze<br />
ATR<br />
ATR<br />
Beam Span (BS)<br />
B-<strong>Line</strong> Channel<br />
(See below)<br />
Beam Span (BS)<br />
Uniform Load<br />
Concentrated Load<br />
Table 4<br />
Channel Type & Uniform Beam Load Rating<br />
Beam Span B22SH B22 B22A B12 B12A* B11 B11A*<br />
(BS)<br />
in. (mm) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN) lbs. (kN)<br />
12" (305) 2553 (11.35) 2837 (12.62) 8165 (36.32) 5498 (24.45) 3259 (14.49) 4395 (19.54) 4309 (19.16)<br />
24" (610) 1276 (5.68) 1418 (6.31) 4083 (18.16) 2750 (12.23) 3259 (14.49) 4395 (19.54) 4309 (19.16)<br />
36" (914) 851 (3.78) 946 (4.21) 2722 (12.11) 1833 (8.15) 3259 (14.49) 2930 (13.03) 4309 (19.16)<br />
48" (1219) 638 (2.84) 709 (3.15) 2042 (9.08) 1374 (6.11) 3259 (14.49) 2197 (9.77) 4309 (19.16)<br />
60" (1524) 511 (2.27) 568 (2.52) 1633 (7.26) 1100 (4.89) 3231 (14.37) 1758 (7.82) 4309 (19.16)<br />
72" (1829) 426 (1.89) 473 (2.10) 1361 (6.05) 916 (4.07) 2693 (11.98) 1465 (6.51) 4309 (19.16)<br />
84" (2133) 365 (1.62) 405 (1.80) 1167 (5.19) 785 (3.49) 2308 (10.26) 1256 (5.58) 3824 (17.01)<br />
96" (2438) 319 (1.42) 354 (1.57) 1021 (4.54) 687 (3.05) 2019 (8.98) 1011 (4.49) 3346 (14.88)<br />
108" (2743) 284 (1.26) 315 (1.40) 908 (4.04) 611 (2.72) 1795 (7.98) 977 (4.34) 2974 (13.23)<br />
120" (3048) 255 (1.13) 283 (1.26) 817 (3.63) 550 (2.44) 1616 (7.19) 879 (3.91) 2677 (11.91)<br />
• Loads shown in chart have a safety factor of 2.<br />
• Based on uniformly loaded simple span with adequate lateral bracing using an allowable stress of 21,000 psi (144.7 MPa).<br />
• To determine concentrated load capacity at mid-span, multiply the uniform load by 0.5.<br />
• Refer to note 3c) on page 17 for uniform and concentrated load requirements.<br />
• Use 90% of the solid channel loads for corresponding SH and SHA channels.<br />
• Refer to note Q) on page 10 for installations requiring insulated pipe.<br />
* These back to back channels are mig welded.<br />
Table 4A<br />
Structure<br />
Channel type and maximum beam span for<br />
Connection<br />
longitudinal beam loading<br />
Type B22SH B22 B22A B12 B12A* B11 B11A*<br />
in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm) in. (mm)<br />
I 176 (4470) 196 (4978) 391 (9931) 276 (7010) 552 (14021) 357 (9068) 714 (18135)<br />
II 103 (2616) 114 (2895) 228 (5791) 161 (4089) 322 (8179) 208 (5283) 416 (10566)<br />
III 68 (1727) 76 (1930) 152 (3861) 107 (2718) 215 (5461) 139 (3530) 278 (7061)<br />
IV 46 (1168) 51 (1295) 101 (2565) 72 (1829) 143 (3632) 93 (2362) 185 (4699)<br />
V 32 (813) 35 (889) 70 (1778) 50 (1270) 99 (2514) 64 (1625) 128 (3251)<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 />
22<br />
of
Change language