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 for Seismic Force Level 0.30g (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. 0 - 10 6 36 I 78 I 33 3 /8 150 3 /8 0 - 10 8 40 I 80 I 44 3/8 164 3/8 0 - 10 10 40 I 80 I 55 3/8 175 3/8 0 - 10 12 36 I 72 I 66 3/8 174 3/8 0 - 10 16 32 I 80 I 88 3 /8 208 3 /8 0 - 10 20 40 I 80 I 110 3 /8 230 3 /8 0 - 10 24 24 I 72 I 132 3 /8 240 3 /8 11 - 25 6 30 I 30 I 83 3/8 195 3/8 11 - 25 6 36 II 54 II 83 3 /8 285 3 /8 11 - 25 6 --- --- 78 III 83 3/8 375 3/8 11 - 25 8 32 I 32 I 110 3/8 230 3/8 11 - 25 8 40 II 56 II 110 3 /8 320 3 /8 11 - 25 8 --- --- 80 III 110 3/8 410 3/8 11 - 25 10 30 I 30 I 138 3 /8 250 3 /8 11 - 25 10 40 II 50 II 138 3/8 325 3/8 11 - 25 10 --- --- 80 III 138 3 /8 437 3 /8 11 - 25 12 24 I 24 I 165 3 /8 255 3 /8 11 - 25 12 36 II 48 II 165 3/8 345 3/8 11 - 25 12 --- --- 72 III 165 3 /8 435 3 /8 11 - 25 16 32 I 32 I 220 3 /8 340 3 /8 11 - 25 16 --- --- 48 II 220 3/8 400 3/8 11 - 25 16 --- --- 80 III 220 3 /8 520 3 /8 11 - 25 20 20 I 20 I 275 3 /8 350 3 /8 11 - 25 20 40 II 40 II 275 3/8 425 3/8 11 - 25 20 --- --- 80 III 275 3 /8 575 3 /8 11 - 25 24 24 I 24 I 330 3/8 420 3/8 11 - 25 24 --- --- 48 II 330 3 /8 510 3 /8 11 - 25 24 --- --- 72 III 330 3/8 600 3/8 26 - 50 6 12 I 12 I 165 3 /8 255 3 /8 26 - 50 6 24 II 24 II 165 3/8 345 3/8 26 - 50 6 36 III 42 III 165 3 /8 480 3 /8 26 - 50 6 --- --- 60 IV 165 3/8 615 1/2 26 - 50 6 --- --- 78 V 165 3 /8 750 1 /2 26 - 50 8 16 I 16 I 220 3/8 340 3/8 26 - 50 8 24 II 24 II 220 3 /8 400 3 /8 26 - 50 8 40 III 40 III 220 3/8 520 3/8 26 - 50 8 --- --- 56 IV 220 3 /8 640 1 /2 26 - 50 8 --- --- 80 V 220 3/8 820 1/2 26 - 50 (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 - 06 115 of Raafat S. Aboulhosn Structural Engineer S 3913
TRAPEZE BRACING Seismic Bracing Charts for Trapeze Supports - Figures 9 & 10 Table 1 cont. for Seismic Force Level 0.30g (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. 26 - 50 10 10 I 10 I 275 3 /8 350 3 /8 26 - 50 10 20 II 20 II 275 3 /8 425 3 /8 26 - 50 10 40 III 40 III 275 3 /8 575 3 /8 26 - 50 10 --- --- 60 IV 275 3 /8 725 1 /2 26 - 50 10 --- --- 80 V 275 3 /8 875 1 /2 26 - 50 12 12 I 12 I 330 3/8 420 3/8 26 - 50 12 24 II 24 II 330 3 /8 510 3 /8 26 - 50 12 36 III 36 III 330 3/8 600 3/8 26 - 50 12 --- --- 60 IV 330 3 /8 780 1 /2 26 - 50 12 --- --- 72 V 330 3/8 870 1/2 26 - 50 16 16 I 16 I 440 3 /8 560 3 /8 26 - 50 16 32 III 32 III 440 3/8 680 1/2 26 - 50 16 --- --- 48 IV 440 3 /8 800 1 /2 26 - 50 16 --- --- 80 V 440 3/8 1040 1/2 26 - 50 20 20 II 20 II 550 3 /8 700 1 /2 26 - 50 20 40 III 40 III 550 3/8 850 1/2 26 - 50 20 --- --- 60 IV 550 3 /8 1000 1 /2 26 - 50 20 --- --- 80 V 550 3/8 1150 5/8 26 - 50 24 24 II 24 II 660 1 /2 840 1 /2 26 - 50 24 --- --- 48 IV 660 1 /2 1020 1 /2 26 - 50 24 --- --- 72 V 660 1 /2 1200 5 /8 51 - 75 6 6 I 6 I 248 3 /8 315 3 /8 51 - 75 6 18 II 18 II 248 3/8 450 3/8 51 - 75 6 24 III 24 III 248 3 /8 517 3 /8 51 - 75 6 36 IV 42 IV 248 3/8 720 1/2 51 - 75 6 --- --- 60 IV 248 3 /8 922 1 /2 51 - 75 8 8 I 8 I 330 3/8 420 3/8 51 - 75 8 16 II 16 II 330 3 /8 510 3 /8 51 - 75 8 24 III 24 III 330 3/8 600 3/8 51 - 75 8 40 IV 40 IV 330 3 /8 780 1 /2 51 - 75 8 --- --- 56 IV 330 3/8 960 1/2 51 - 75 10 10 I 10 I 413 3 /8 525 3 /8 51 - 75 10 20 III 20 III 413 3/8 637 1/2 51 - 75 10 40 IV 40 IV 413 3 /8 862 1 /2 51 - 75 10 --- --- 60 V 413 3/8 1087 1/2 51 - 75 12 12 II 12 II 495 3 /8 630 1 /2 51 - 75 12 24 III 24 III 495 3 /8 765 1 /2 51 - 75 12 36 IV 36 IV 495 3 /8 900 1 /2 51 - 75 12 --- --- 60 V 495 3 /8 1170 5 /8 51 - 75 (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: Raafat S. Aboulhosn Structural Engineer S 3913 6 - 2 - 06 116 of
- 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
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- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
- Page 113 and 114: TRAPEZE BRACING Seismic Bracing Cha
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- Page 117: 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
- 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 - Figures 9 & 10<br />
Table 1 cont. for <strong>Seismic</strong> Force Level 0.30g (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 />
26 - 50 10 10 I 10 I 275 3 /8 350 3 /8<br />
26 - 50 10 20 II 20 II 275 3 /8 425 3 /8<br />
26 - 50 10 40 III 40 III 275 3 /8 575 3 /8<br />
26 - 50 10 --- --- 60 IV 275 3 /8 725 1 /2<br />
26 - 50 10 --- --- 80 V 275 3 /8 875 1 /2<br />
26 - 50 12 12 I 12 I 330 3/8 420 3/8<br />
26 - 50 12 24 II 24 II 330 3 /8 510 3 /8<br />
26 - 50 12 36 III 36 III 330 3/8 600 3/8<br />
26 - 50 12 --- --- 60 IV 330 3 /8 780 1 /2<br />
26 - 50 12 --- --- 72 V 330 3/8 870 1/2<br />
26 - 50 16 16 I 16 I 440 3 /8 560 3 /8<br />
26 - 50 16 32 III 32 III 440 3/8 680 1/2<br />
26 - 50 16 --- --- 48 IV 440 3 /8 800 1 /2<br />
26 - 50 16 --- --- 80 V 440 3/8 1040 1/2<br />
26 - 50 20 20 II 20 II 550 3 /8 700 1 /2<br />
26 - 50 20 40 III 40 III 550 3/8 850 1/2<br />
26 - 50 20 --- --- 60 IV 550 3 /8 1000 1 /2<br />
26 - 50 20 --- --- 80 V 550 3/8 1150 5/8<br />
26 - 50 24 24 II 24 II 660 1 /2 840 1 /2<br />
26 - 50 24 --- --- 48 IV 660 1 /2 1020 1 /2<br />
26 - 50 24 --- --- 72 V 660 1 /2 1200 5 /8<br />
51 - 75 6 6 I 6 I 248 3 /8 315 3 /8<br />
51 - 75 6 18 II 18 II 248 3/8 450 3/8<br />
51 - 75 6 24 III 24 III 248 3 /8 517 3 /8<br />
51 - 75 6 36 IV 42 IV 248 3/8 720 1/2<br />
51 - 75 6 --- --- 60 IV 248 3 /8 922 1 /2<br />
51 - 75 8 8 I 8 I 330 3/8 420 3/8<br />
51 - 75 8 16 II 16 II 330 3 /8 510 3 /8<br />
51 - 75 8 24 III 24 III 330 3/8 600 3/8<br />
51 - 75 8 40 IV 40 IV 330 3 /8 780 1 /2<br />
51 - 75 8 --- --- 56 IV 330 3/8 960 1/2<br />
51 - 75 10 10 I 10 I 413 3 /8 525 3 /8<br />
51 - 75 10 20 III 20 III 413 3/8 637 1/2<br />
51 - 75 10 40 IV 40 IV 413 3 /8 862 1 /2<br />
51 - 75 10 --- --- 60 V 413 3/8 1087 1/2<br />
51 - 75 12 12 II 12 II 495 3 /8 630 1 /2<br />
51 - 75 12 24 III 24 III 495 3 /8 765 1 /2<br />
51 - 75 12 36 IV 36 IV 495 3 /8 900 1 /2<br />
51 - 75 12 --- --- 60 V 495 3 /8 1170 5 /8<br />
51 - 75 (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 />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913<br />
6 - 2 - 06<br />
116<br />
of
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