Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
HANGER ROD ATTACHMENTS Wood Attachments C L Must be above the neutral axis of wood beam and a minimum of (4 x ‘D’) from bottom of beam. Bolt Diameter ‘D’ Flat Washer (See Page 62) ‘E’ B3213 Coach Screw Rod (See Page 72) Load ‘TL’ B655 Rod Coupler (See Page 62) Hex Nuts (See Page 62) All Threaded Rod ATR (See Page 57) Flat Washer or B200 Series Square Washer & Hex Nut (See Page 62) All Threaded Rod ATR (See Page 57) Load B3060 Side Beam Angle Clip (See Page 72) Flat Washer (See Page 62) Hex Nuts (See Page 62) Part Rod Design Minimum Thread Number Size Load Embedment Length 'E' ‘TL’ lbs. (kN) in. (mm) in. (mm) B3213- 3 /8 3/8"-16 559 (2.48) 3" (76) 2" (51) B3213- 1 /2 1/2"-13 659 (2.93) 3" (76) 2 1 /2" (63) Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. Allowable Load ATR Bolt for Beam Thickness Rod Diameter 1 1 /2” (38mm) 3 1 /2” (89mm) ‘D’ Minimum Minimum lbs. (kN) lbs. (kN) 3/8"-16 3/8"-16 200 (.89) 250 (1.11) 1 /2"-13 1 /2"-13 300 (1.33) 460 (2.04) 5/8"-11 5/8"-11 360 (1.60) 700 (3.11) 3 /4"-10 3 /4"-10 420 (1.87) 870 (3.87) Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. 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 47 of Raafat S. Aboulhosn Structural Engineer S 3913
Strut Attachments Typical All Thread Rod Attachment to Strut HANGER ROD ATTACHMENTS B-Line Channel Nut (See Page 61) 12 Ga. (2.6mm) B-Line Channel All Threaded Rod ATR (See Page 57) Hex Nut (See Page 62) B200 Series Square Washer (See Page 62) Channel nuts, square washers, and hex nuts shall be sized to fit all threaded rod. ATR Channel Nut Square Size Part Number Washer 3 /8"-16 N228, N228WO TN228, FN228 Allowable load determined by the lowest value: 1). Channel Nut Pullout (page 61) B201 1 /2"-13 N225, N225WO TN225 B202 5/8"-11 N255, N255WO B202-1 3/4"-10 N275, N275WO B202-2 7 /8"-9 N278, N278WO B202-3 2). Channel Concentrated Load Capacity (page 22) 3). Channel Attachment To Structure (pages 49 - 51) Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. 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 48 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 and 24: TRAPEZE BRACING TRAPEZE TRANSVERSE
- Page 25 and 26: TRAPEZE BRACING Typical Trapeze ATR
- 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: Concrete Attachments To Slab HANGER
- 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
- Page 75 and 76: APPROVED COMPONENTS Seismic Approva
- Page 77 and 78: APPROVED COMPONENTS 'A 'T' 2 'A 'T'
- Page 79 and 80: APPROVED COMPONENTS 2” (50.8mm) 3
- Page 81 and 82: APPROVED COMPONENTS 2 9 /16" (65mm)
- Page 83 and 84: APPENDIX - SEISMIC MAP SEISMIC MAP
- Page 85 and 86: Appendix 1 Support Spacing for Sing
- Page 87 and 88: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 89 and 90: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 91 and 92: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 93 and 94: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 95 and 96: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 97 and 98: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 99 and 100: SUPPORT SPACING FOR SINGLE ROD HANG
HANGER ROD ATTACHMENTS<br />
Wood Attachments<br />
C L<br />
Must be above the neutral<br />
axis of wood beam and a<br />
minimum of (4 x ‘D’) from<br />
bottom of beam.<br />
Bolt Diameter<br />
‘D’<br />
Flat Washer<br />
(See Page 62)<br />
‘E’<br />
B3213<br />
Coach Screw<br />
Rod<br />
(See Page 72)<br />
Load<br />
‘TL’<br />
B655<br />
Rod Coupler<br />
(See Page 62)<br />
Hex Nuts<br />
(See Page 62)<br />
All Threaded Rod<br />
ATR<br />
(See Page 57)<br />
Flat Washer or<br />
B200 Series<br />
Square Washer<br />
& Hex Nut<br />
(See Page 62)<br />
All Threaded Rod<br />
ATR<br />
(See Page 57)<br />
Load<br />
B3060<br />
Side Beam<br />
Angle Clip<br />
(See Page 72)<br />
Flat Washer<br />
(See Page 62)<br />
Hex Nuts<br />
(See Page 62)<br />
Part Rod Design Minimum Thread<br />
Number Size Load Embedment Length<br />
'E' ‘TL’<br />
lbs. (kN) in. (mm) in. (mm)<br />
B3213- 3 /8 3/8"-16 559 (2.48) 3" (76) 2" (51)<br />
B3213- 1 /2 1/2"-13 659 (2.93) 3" (76) 2 1 /2" (63)<br />
Note: See B446 & B446C on page 56 for a flexible connection<br />
which may be used when seismic bracing is not required.<br />
Allowable Load<br />
ATR Bolt for Beam Thickness<br />
Rod Diameter 1 1 /2” (38mm) 3 1 /2” (89mm)<br />
‘D’ Minimum Minimum<br />
lbs. (kN) lbs. (kN)<br />
3/8"-16 3/8"-16 200 (.89) 250 (1.11)<br />
1 /2"-13 1 /2"-13 300 (1.33) 460 (2.04)<br />
5/8"-11 5/8"-11 360 (1.60) 700 (3.11)<br />
3 /4"-10 3 /4"-10 420 (1.87) 870 (3.87)<br />
Note: See B446 & B446C on page 56 for a flexible connection<br />
which may be used when seismic bracing is not required.<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 />
47<br />
of<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913
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