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 Concrete Attachments Minimum distance from edge of concrete to center of expansion anchor is (10 x 'D'). 1" (25mm) Min. To Metal Deck ‘T’ E Expansion anchors of diameter 'D'. All Threaded Rod (See Page 57) Load Rod Coupler, Hex Nut & B200 Series Square Washer (See Page 62) Light Weight Concrete Allowable Minimum Minimum Diameter Load ** Embedment Concrete 'D' (In Tension) 'E' Coverage ‘T’ in. (mm) lbs. (kN) in. (mm) in. (mm) 3/8" (9) 508 (2.26) 2 1 /2" (63.5) 1 1 /4" (31.7) 1/2" (13) 738 (3.28) 3 1 /2" (88.9) 1 3 /4" (44.4) 5/8" (16) 1101 (4.90) 4" (101.6) 2" (50.8) * Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum light weight concrete. ** See important notes on page 39. Normal Weight Concrete Allowable Minimum Minimum Diameter Load ** Embedment Concrete 'D' (In Tension) 'E' Coverage ‘T’ in. (mm) lbs. (kN) in. (mm) in. (mm) 3/8" (9) 712 (3.17) 2 1 /2" (63.5) 1 1 /4" (31.7) 1/2" (13) 1024 (4.56) 3 1 /2" (88.9) 1 3 /4" (44.4) 5/8" (16) 1402 (6.24) 4" (101.6) 2" (50.8) 3/4" (19) 1978 (8.80) 4 3 /4" (120.6) 2 3 /8" (60.3) * Hilti Kwik Bolt 3 in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page 39. 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 41 of Raafat S. Aboulhosn Structural Engineer S 3913
Concrete Attachments To Slab HANGER ROD ATTACHMENTS Minimum distance from edge of concrete to center of bolt is (10 x 'D'). B2501 cast in place anchors of diameter 'D'. (See Page 75) 1" (25mm) Min. Minimum embedment of anchor in concrete is 'E'. Hex Nuts & B200 Series Square Washer (See Page 62) All Threaded Rod (See Page 57) Load Anchor Rod Allowable Minimum Part Size Load ** Embedment Number (In Tension) 'E' in. (mm) lbs. (kN) in. (mm) B2501- 3 /8 3/8" (9) 610 (2.71) 3" (76) B2501- 1 /2 1/2" (13) 1130 (5.02) 4" (101) * B-Line Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete. ** See important notes on page 39. Note: See B446 & B446C on page 56 for a flexible connection which may be used when seismic bracing is not required. Note: Pre-cast anchors must be accurately secured prior to pouring concrete. 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 42 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: 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
- 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
Concrete Attachments<br />
To Slab<br />
HANGER ROD ATTACHMENTS<br />
Minimum distance from edge of concrete<br />
to center of bolt is (10 x 'D').<br />
B2501 cast in place anchors<br />
of diameter 'D'.<br />
(See Page 75)<br />
1" (25mm) Min.<br />
Minimum embedment<br />
of anchor in<br />
concrete is 'E'.<br />
Hex Nuts<br />
& B200 Series<br />
Square Washer<br />
(See Page 62)<br />
All Threaded Rod<br />
(See Page 57)<br />
Load<br />
Anchor Rod Allowable Minimum<br />
Part Size Load ** Embedment<br />
Number (In Tension) 'E'<br />
in. (mm) lbs. (kN) in. (mm)<br />
B2501- 3 /8 3/8" (9) 610 (2.71) 3" (76)<br />
B2501- 1 /2 1/2" (13) 1130 (5.02) 4" (101)<br />
* B-<strong>Line</strong> Figure B2501 in 3000 psi (20.7 MPa) minimum normal weight concrete.<br />
** See important notes on page 39.<br />
Note: See B446 & B446C on page 56 for a flexible connection which may be used when<br />
seismic bracing is not required.<br />
Note: Pre-cast anchors must be accurately secured prior to pouring concrete.<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 />
42<br />
of
Change language