Cooper B-Line Seismic Restraints - Dixie Construction Products
Cooper B-Line Seismic Restraints - Dixie Construction Products Cooper B-Line Seismic Restraints - Dixie Construction Products
TRAPEZE BRACING Seismic Bracing Charts for Trapeze Supports - Figures 9 & 10 Table 1 cont. for Seismic Force Level 0.45g (ASD) Hanger Rod Size Transverse Bracing 1 Longitudinal Bracing 1 Unbraced Trapeze Braced Trapeze Total Support Brace Structure Brace Structure Weight Span Interval 3,4 Connection Interval 3,4 Connection Rod Minimum Rod Minimum W t L t * Type 2 Type 2 Load 5 Rod Size 6 Load 5 Rod Size 6 lbs./ft. ft. ft. ft. lbs. in. lbs. in. 51 - 75 12 12 II 12 II 518 3 /8 720 1 /2 51 - 75 12 24 IV 24 IV 518 3/8 922 1/2 51 - 75 12 36 V 36 V 518 3 /8 1125 1 /2 51 - 75 16 16 III 16 III 690 1/2 960 1/2 51 - 75 16 32 V 32 V 690 1 /2 1230 5 /8 51 - 75 20 20 IV 20 IV 863 1/2 1200 5/8 51 - 75 20 40 V 40 V 863 1 /2 1537 5 /8 51 - 75 24 24 IV 24 IV 1035 1 /2 1440 5 /8 76 - 100 6 6 II 6 II 345 3/8 480 3/8 76 - 100 6 12 III 12 III 345 3 /8 615 1 /2 76 - 100 6 18 IV 18 IV 345 3/8 750 1/2 76 - 100 6 30 V 30 V 345 3 /8 1020 1 /2 76 - 100 8 8 II 8 II 460 3 /8 640 1 /2 76 - 100 8 16 IV 16 IV 460 3/8 820 1/2 76 - 100 8 24 V 24 V 460 3 /8 1000 1 /2 76 - 100 10 10 III 10 III 575 3 /8 800 1 /2 76 - 100 10 20 IV 20 IV 575 3/8 1025 1/2 76 - 100 10 30 V 30 V 575 3 /8 1250 5 /8 76 - 100 12 12 III 12 III 690 1 /2 960 1 /2 76 - 100 12 24 V 24 V 690 1 /2 1230 5 /8 76 - 100 16 16 IV 16 IV 920 1 /2 1280 5 /8 76 - 100 20 20 IV 20 IV 1150 5 /8 1600 5 /8 101 - 150 6 6 II 6 II 518 3/8 720 1/2 101 - 150 6 12 IV 12 IV 518 3 /8 922 1 /2 101 - 150 6 18 V 18 V 518 3/8 1125 1/2 101 - 150 8 8 III 8 III 690 1 /2 960 1 /2 101 - 150 8 16 V 16 V 690 1 /2 1230 5 /8 101 - 150 10 10 IV 10 IV 863 1/2 1200 5/8 101 - 150 10 20 V 20 V 863 1 /2 1537 5 /8 101 - 150 12 12 IV 12 IV 1035 1 /2 1440 5 /8 151 - 200 6 6 III 6 III 690 1/2 960 1/2 151 - 200 6 12 V 12 V 690 1 /2 1230 5 /8 151 - 200 8 8 IV 8 IV 920 1 /2 1280 5 /8 151 - 200 10 10 IV 10 IV 1150 5/8 1600 5/8 151 - 200 12 12 V 12 V 1380 5/8 1920 3/4 * See note 2 on page 17. See page 145 for footnotes. 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 - 06 123 of Raafat S. Aboulhosn Structural Engineer S 3913
TRAPEZE BRACING Seismic Bracing Charts for Trapeze Supports - Figure 11 Table 2 for Seismic Force Level 0.45g (ASD) * See note 2 on page 17. See page 145 for footnotes. Hanger Rod Size Transverse Bracing 1 Longitudinal Bracing 1 Unbraced Trapeze Braced Trapeze Total Support Brace Structure Brace Structure Weight Span Interval 3,4 Connection Interval 3,4 Rod Minimum Rod Minimum Connection W t L t * Type 2 Type 2 Load 5 Rod Size 6 Load 5 Rod Size 6 lbs./ft. ft. ft. ft. lbs. in. lbs. in. 0 - 10 6 24 I 54 I 35 3/8 156 3/8 0 - 10 6 36 II 78 II 35 3 /8 210 3 /8 0 - 10 8 24 I 48 I 46 3 /8 154 3 /8 0 - 10 8 40 II 80 II 46 3/8 226 3/8 0 - 10 10 20 I 50 I 58 3 /8 170 3 /8 0 - 10 10 40 II 80 II 58 3 /8 237 3 /8 0 - 10 12 24 I 48 I 69 3/8 177 3/8 0 - 10 12 36 II 72 II 69 3 /8 231 3 /8 0 - 10 16 16 I 48 I 92 3 /8 200 3 /8 0 - 10 16 32 II 80 II 92 3/8 272 3/8 0 - 10 20 20 I 40 I 115 3/8 205 3/8 0 - 10 20 40 II 80 II 115 3 /8 295 3 /8 0 - 10 24 24 I 48 I 138 3/8 246 3/8 0 - 10 24 --- --- 72 II 138 3 /8 300 3 /8 11 - 25 6 6 I 18 I 87 3/8 187 3/8 11 - 25 6 18 II 36 II 87 3 /8 289 3 /8 11 - 25 6 24 III 54 III 87 3/8 390 3/8 11 - 25 6 36 IV 78 IV 87 3 /8 525 1 /2 11 - 25 8 8 I 16 I 115 3 /8 205 3 /8 11 - 25 8 16 II 32 II 115 3/8 295 3/8 11 - 25 8 24 III 56 III 115 3 /8 430 3 /8 11 - 25 8 40 IV 80 IV 115 3/8 565 1/2 11 - 25 10 10 I 20 I 144 3/8 256 3/8 11 - 25 10 --- --- 30 II 144 3 /8 312 3 /8 11 - 25 10 20 III 50 III 144 3/8 425 3/8 11 - 25 10 40 IV 80 IV 144 3 /8 594 1 /2 11 - 25 12 --- --- 12 I 173 3/8 240 3/8 11 - 25 12 12 II 36 II 173 3 /8 375 3 /8 11 - 25 12 24 III 48 III 173 3/8 442 3/8 11 - 25 12 36 IV 72 IV 173 3 /8 577 3 /8 11 - 25 16 --- --- 16 I 230 3 /8 320 3 /8 11 - 25 16 16 II 32 II 230 3/8 410 3/8 11 - 25 16 --- --- 48 III 230 3 /8 500 3 /8 11 - 25 16 32 IV 80 IV 230 3/8 680 1/2 11 - 25 20 --- --- 20 I 288 3/8 400 3/8 11 - 25 20 20 III 40 III 288 3 /8 512 3 /8 11 - 25 20 40 IV 80 IV 288 3/8 737 1/2 11 - 25 24 --- --- 24 II 345 3/8 480 3/8 11 - 25 24 24 III 48 III 345 3 /8 615 1 /2 11 - 25 24 --- --- 72 IV 345 3/8 750 1/2 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 - 06 124 of
- 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
- Page 101 and 102: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 103 and 104: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 105 and 106: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 107 and 108: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 109 and 110: SUPPORT SPACING FOR SINGLE ROD HANG
- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
- Page 113 and 114: TRAPEZE BRACING Seismic Bracing Cha
- Page 115 and 116: TRAPEZE BRACING Seismic Bracing Cha
- Page 117 and 118: Seismic Bracing Charts for Trapeze
- Page 119 and 120: TRAPEZE BRACING Seismic Bracing Cha
- Page 121 and 122: TRAPEZE BRACING Seismic Bracing Cha
- Page 123 and 124: Seismic Bracing Charts for Trapeze
- Page 125: TRAPEZE BRACING Seismic Bracing Cha
- Page 129 and 130: Seismic Bracing Charts for Trapeze
- Page 131 and 132: TRAPEZE BRACING Seismic Bracing Cha
- Page 133 and 134: TRAPEZE BRACING Seismic Bracing Cha
- Page 135 and 136: Seismic Bracing Charts for Trapeze
- Page 137 and 138: TRAPEZE BRACING Seismic Bracing Cha
- Page 139 and 140: TRAPEZE BRACING Seismic Bracing Cha
- Page 141 and 142: Seismic Bracing Charts for Trapeze
- Page 143 and 144: TRAPEZE BRACING Seismic Bracing Cha
- Page 145 and 146: TRAPEZE BRACING Seismic Bracing Cha
- Page 147 and 148: TRAPEZE BRACING Seismic Bracing Cha
- Page 149 and 150: Appendix 3 Proof Test Instructions
- Page 151 and 152: Example: Deeply Embedded Anchors In
- Page 153 and 154: Check if value falls within the all
- Page 155 and 156: 1997 Uniform Building Code As defin
- Page 157 and 158: Example Two, Shallow Embedded Ancho
- Page 159 and 160: Appendix 5 This page has been reser
TRAPEZE BRACING<br />
<strong>Seismic</strong> Bracing Charts for Trapeze Supports - Figure 11<br />
Table 2 for <strong>Seismic</strong> Force Level 0.45g (ASD)<br />
* See note 2 on page 17.<br />
See page 145 for footnotes.<br />
Hanger Rod Size<br />
Transverse Bracing 1 Longitudinal Bracing 1 Unbraced Trapeze Braced Trapeze<br />
Total Support Brace Structure Brace Structure<br />
Weight Span Interval 3,4 Connection Interval 3,4 Rod Minimum Rod Minimum<br />
Connection<br />
W t L t * Type 2 Type 2 Load 5 Rod Size 6 Load 5 Rod Size 6<br />
lbs./ft. ft. ft. ft. lbs. in. lbs. in.<br />
0 - 10 6 24 I 54 I 35 3/8 156 3/8<br />
0 - 10 6 36 II 78 II 35 3 /8 210 3 /8<br />
0 - 10 8 24 I 48 I 46 3 /8 154 3 /8<br />
0 - 10 8 40 II 80 II 46 3/8 226 3/8<br />
0 - 10 10 20 I 50 I 58 3 /8 170 3 /8<br />
0 - 10 10 40 II 80 II 58 3 /8 237 3 /8<br />
0 - 10 12 24 I 48 I 69 3/8 177 3/8<br />
0 - 10 12 36 II 72 II 69 3 /8 231 3 /8<br />
0 - 10 16 16 I 48 I 92 3 /8 200 3 /8<br />
0 - 10 16 32 II 80 II 92 3/8 272 3/8<br />
0 - 10 20 20 I 40 I 115 3/8 205 3/8<br />
0 - 10 20 40 II 80 II 115 3 /8 295 3 /8<br />
0 - 10 24 24 I 48 I 138 3/8 246 3/8<br />
0 - 10 24 --- --- 72 II 138 3 /8 300 3 /8<br />
11 - 25 6 6 I 18 I 87 3/8 187 3/8<br />
11 - 25 6 18 II 36 II 87 3 /8 289 3 /8<br />
11 - 25 6 24 III 54 III 87 3/8 390 3/8<br />
11 - 25 6 36 IV 78 IV 87 3 /8 525 1 /2<br />
11 - 25 8 8 I 16 I 115 3 /8 205 3 /8<br />
11 - 25 8 16 II 32 II 115 3/8 295 3/8<br />
11 - 25 8 24 III 56 III 115 3 /8 430 3 /8<br />
11 - 25 8 40 IV 80 IV 115 3/8 565 1/2<br />
11 - 25 10 10 I 20 I 144 3/8 256 3/8<br />
11 - 25 10 --- --- 30 II 144 3 /8 312 3 /8<br />
11 - 25 10 20 III 50 III 144 3/8 425 3/8<br />
11 - 25 10 40 IV 80 IV 144 3 /8 594 1 /2<br />
11 - 25 12 --- --- 12 I 173 3/8 240 3/8<br />
11 - 25 12 12 II 36 II 173 3 /8 375 3 /8<br />
11 - 25 12 24 III 48 III 173 3/8 442 3/8<br />
11 - 25 12 36 IV 72 IV 173 3 /8 577 3 /8<br />
11 - 25 16 --- --- 16 I 230 3 /8 320 3 /8<br />
11 - 25 16 16 II 32 II 230 3/8 410 3/8<br />
11 - 25 16 --- --- 48 III 230 3 /8 500 3 /8<br />
11 - 25 16 32 IV 80 IV 230 3/8 680 1/2<br />
11 - 25 20 --- --- 20 I 288 3/8 400 3/8<br />
11 - 25 20 20 III 40 III 288 3 /8 512 3 /8<br />
11 - 25 20 40 IV 80 IV 288 3/8 737 1/2<br />
11 - 25 24 --- --- 24 II 345 3/8 480 3/8<br />
11 - 25 24 24 III 48 III 345 3 /8 615 1 /2<br />
11 - 25 24 --- --- 72 IV 345 3/8 750 1/2<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 />
124<br />
of