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 - Figure 11 Table 2 for Seismic Force Level 1.0g (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 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 12 I 24 I 40 3 /8 160 3 /8 0 - 10 6 18 II 42 II 40 3/8 250 3/8 0 - 10 6 30 III 60 III 40 3 /8 340 1 /2 0 - 10 6 36 IV 78 IV 40 3 /8 430 1 /2 0 - 10 8 8 I 24 I 54 3/8 173 3/8 0 - 10 8 16 II 40 II 54 3 /8 253 3 /8 0 - 10 8 24 III 56 III 54 3/8 333 3/8 0 - 10 8 40 IV 80 IV 54 3 /8 453 1 /2 0 - 10 10 10 I 20 I 67 3 /8 167 3 /8 0 - 10 10 20 II 40 II 67 3/8 267 3/8 0 - 10 10 30 III 60 III 67 3 /8 367 3 /8 0 - 10 10 40 IV 80 IV 67 3/8 467 1/2 0 - 10 12 12 I 24 I 80 3 /8 200 3 /8 0 - 10 12 --- --- 36 II 80 3 /8 260 3 /8 0 - 10 12 24 III 60 III 80 3/8 380 3/8 0 - 10 12 36 IV 72 IV 80 3 /8 440 1 /2 0 - 10 16 --- --- 16 I 107 3/8 187 3/8 0 - 10 16 16 II 32 II 107 3 /8 267 3 /8 0 - 10 16 --- --- 48 III 107 3/8 347 3/8 0 - 10 16 32 IV 80 IV 107 3 /8 507 1 /2 0 - 10 20 --- --- 20 I 134 3 /8 233 3 /8 0 - 10 20 20 II 40 II 134 3/8 333 3/8 0 - 10 20 --- --- 60 III 134 3 /8 433 3 /8 0 - 10 20 40 IV 80 IV 134 3/8 533 1/2 0 - 10 24 --- --- 24 I 160 3 /8 280 3 /8 0 - 10 24 24 III 48 III 160 3 /8 400 3 /8 0 - 10 24 --- --- 72 IV 160 3/8 520 3/8 11 - 25 6 --- --- 6 I 100 3 /8 175 3 /8 11 - 25 6 6 II 12 II 100 3/8 250 3/8 11 - 25 6 12 III 24 III 100 3 /8 400 3 /8 11 - 25 6 18 IV 36 IV 100 3 /8 550 1 /2 11 - 25 6 24 V 54 V 100 3/8 775 5/8 11 - 25 8 --- --- 8 I 133 3 /8 233 3 /8 11 - 25 8 8 II 16 II 133 3/8 333 3/8 11 - 25 8 --- --- 24 III 133 3 /8 433 3 /8 11 - 25 8 16 IV 32 IV 133 3 /8 533 1 /2 11 - 25 8 24 V 48 V 133 3/8 733 1/2 11 - 25 (W t ) continued on next page. * 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 - 06 143 of Raafat S. Aboulhosn Structural Engineer S 3913
TRAPEZE BRACING Seismic Bracing Charts for Trapeze Supports - Figure 11 Table 2 cont. for Seismic Force Level 1.0g (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 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. 11 - 25 10 --- --- 10 II 167 3/8 292 3/8 11 - 25 10 10 III 20 III 167 3 /8 417 3 /8 11 - 25 10 --- --- 30 IV 167 3/8 542 3/8 11 - 25 10 20 V 50 V 167 3 /8 792 1 /2 11 - 25 12 --- --- 12 II 200 3/8 350 3/8 11 - 25 12 12 III 24 III 200 3 /8 500 3 /8 11 - 25 12 --- --- 36 IV 200 3 /8 650 1 /2 11 - 25 12 24 V 48 V 200 3/8 800 1/2 11 - 25 16 --- --- 16 II 267 3 /8 467 3 /8 11 - 25 16 16 IV 32 IV 267 3 /8 667 1 /2 11 - 25 16 --- --- 48 V 267 3 /8 867 1 /2 11 - 25 20 --- --- 20 III 334 3 /8 583 3 /8 11 - 25 20 20 V 40 V 334 3 /8 833 1 /2 11 - 25 24 --- --- 24 III 400 3 /8 700 1 /2 11 - 25 24 24 V 48 V 400 3 /8 1000 1 /2 26 - 50 6 --- --- 6 II 200 3 /8 350 3 /8 26 - 50 6 6 III 12 III 200 3 /8 500 3 /8 26 - 50 6 --- --- 18 IV 200 3/8 650 1/2 26 - 50 6 12 V 24 V 200 3 /8 800 1 /2 26 - 50 8 --- --- 8 II 267 3 /8 467 3 /8 26 - 50 8 8 IV 16 IV 267 3 /8 667 1 /2 26 - 50 8 --- --- 24 V 267 3/8 867 1/2 26 - 50 10 --- --- 10 III 334 3 /8 583 3 /8 26 - 50 10 10 V 20 V 334 3/8 833 1/2 26 - 50 12 --- --- 12 III 400 3 /8 700 1 /2 26 - 50 12 12 V 24 V 400 3/8 1000 1/2 51 - 75 6 --- --- 6 III 300 3 /8 525 3 /8 51 - 75 6 6 IV 12 IV 300 3/8 750 1/2 51 - 75 6 --- --- 18 V 300 3 /8 975 1 /2 51 - 75 8 --- --- 8 III 400 3/8 700 1/2 51 - 75 8 8 V 16 V 400 3 /8 1000 1 /2 * 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: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 144 of
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- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
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- Page 117 and 118: Seismic Bracing Charts for Trapeze
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- Page 149 and 150: Appendix 3 Proof Test Instructions
- Page 151 and 152: Example: Deeply Embedded Anchors In
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- Page 155 and 156: 1997 Uniform Building Code As defin
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TRAPEZE BRACING<br />
<strong>Seismic</strong> Bracing Charts for Trapeze Supports - Figure 11<br />
Table 2 for <strong>Seismic</strong> Force Level 1.0g (ASD)<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 12 I 24 I 40 3 /8 160 3 /8<br />
0 - 10 6 18 II 42 II 40 3/8 250 3/8<br />
0 - 10 6 30 III 60 III 40 3 /8 340 1 /2<br />
0 - 10 6 36 IV 78 IV 40 3 /8 430 1 /2<br />
0 - 10 8 8 I 24 I 54 3/8 173 3/8<br />
0 - 10 8 16 II 40 II 54 3 /8 253 3 /8<br />
0 - 10 8 24 III 56 III 54 3/8 333 3/8<br />
0 - 10 8 40 IV 80 IV 54 3 /8 453 1 /2<br />
0 - 10 10 10 I 20 I 67 3 /8 167 3 /8<br />
0 - 10 10 20 II 40 II 67 3/8 267 3/8<br />
0 - 10 10 30 III 60 III 67 3 /8 367 3 /8<br />
0 - 10 10 40 IV 80 IV 67 3/8 467 1/2<br />
0 - 10 12 12 I 24 I 80 3 /8 200 3 /8<br />
0 - 10 12 --- --- 36 II 80 3 /8 260 3 /8<br />
0 - 10 12 24 III 60 III 80 3/8 380 3/8<br />
0 - 10 12 36 IV 72 IV 80 3 /8 440 1 /2<br />
0 - 10 16 --- --- 16 I 107 3/8 187 3/8<br />
0 - 10 16 16 II 32 II 107 3 /8 267 3 /8<br />
0 - 10 16 --- --- 48 III 107 3/8 347 3/8<br />
0 - 10 16 32 IV 80 IV 107 3 /8 507 1 /2<br />
0 - 10 20 --- --- 20 I 134 3 /8 233 3 /8<br />
0 - 10 20 20 II 40 II 134 3/8 333 3/8<br />
0 - 10 20 --- --- 60 III 134 3 /8 433 3 /8<br />
0 - 10 20 40 IV 80 IV 134 3/8 533 1/2<br />
0 - 10 24 --- --- 24 I 160 3 /8 280 3 /8<br />
0 - 10 24 24 III 48 III 160 3 /8 400 3 /8<br />
0 - 10 24 --- --- 72 IV 160 3/8 520 3/8<br />
11 - 25 6 --- --- 6 I 100 3 /8 175 3 /8<br />
11 - 25 6 6 II 12 II 100 3/8 250 3/8<br />
11 - 25 6 12 III 24 III 100 3 /8 400 3 /8<br />
11 - 25 6 18 IV 36 IV 100 3 /8 550 1 /2<br />
11 - 25 6 24 V 54 V 100 3/8 775 5/8<br />
11 - 25 8 --- --- 8 I 133 3 /8 233 3 /8<br />
11 - 25 8 8 II 16 II 133 3/8 333 3/8<br />
11 - 25 8 --- --- 24 III 133 3 /8 433 3 /8<br />
11 - 25 8 16 IV 32 IV 133 3 /8 533 1 /2<br />
11 - 25 8 24 V 48 V 133 3/8 733 1/2<br />
11 - 25 (W t ) continued on next page.<br />
* See note 2 on page 17.<br />
See page 145 for footnotes.<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 />
143<br />
of<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913
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