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 0.15g (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. 76 - 100 8 16 I 16 I 420 3 /8 540 3 /8 76 - 100 8 24 II 24 II 420 3/8 600 3/8 76 - 100 8 40 III 40 III 420 3 /8 720 1 /2 76 - 100 8 --- --- 56 IV 420 3/8 840 1/2 76 - 100 8 --- --- 80 V 420 3 /8 1020 1 /2 76 - 100 10 10 I 10 I 525 3 /8 600 3 /8 76 - 100 10 20 II 20 II 525 3/8 675 1/2 76 - 100 10 40 III 40 III 525 3 /8 825 1 /2 76 - 100 10 --- --- 60 IV 525 3/8 975 1/2 76 - 100 10 --- --- 80 V 525 3 /8 1125 1 /2 76 - 100 12 12 I 12 I 630 1 /2 720 1 /2 76 - 100 12 24 II 24 II 630 1/2 810 1/2 76 - 100 12 36 III 36 III 630 1 /2 900 1 /2 76 - 100 12 --- --- 60 IV 630 1/2 1080 1/2 76 - 100 12 --- --- 72 V 630 1 /2 1170 5 /8 76 - 100 16 16 I 16 I 840 1 /2 960 1 /2 76 - 100 16 32 III 32 III 840 1 /2 1080 1 /2 76 - 100 16 --- --- 48 IV 840 1 /2 1200 5 /8 76 - 100 16 --- --- 80 V 840 1 /2 1440 5 /8 76 - 100 20 20 II 20 II 1050 1 /2 1200 5 /8 76 - 100 20 40 III 40 III 1050 1/2 1350 5/8 76 - 100 20 --- --- 60 IV 1050 1 /2 1500 5 /8 76 - 100 20 --- --- 80 V 1050 1/2 1650 5/8 76 - 100 24 24 II 24 II 1260 5/8 1440 5/8 76 - 100 24 --- --- 48 IV 1260 5 /8 1620 5 /8 76 - 100 24 --- --- 72 V 1260 5/8 1800 5/8 101 - 150 6 6 I 6 I 473 3 /8 540 3 /8 101 - 150 6 18 II 18 II 473 3/8 675 1/2 101 - 150 6 24 III 24 III 473 3 /8 742 1 /2 101 - 150 6 36 IV 42 IV 473 3/8 945 1/2 101 - 150 6 --- --- 60 V 473 3 /8 1147 5 /8 101 - 150 8 8 I 8 I 630 1/2 720 1/2 101 - 150 8 16 II 16 II 630 1 /2 810 1 /2 101 - 150 8 24 III 24 III 630 1/2 900 1/2 101 - 150 8 40 IV 40 IV 630 1 /2 1080 1 /2 101 - 150 8 --- --- 56 V 630 1/2 1260 5/8 101 - 150 10 10 I 10 I 788 1/2 900 1/2 101 - 150 10 20 III 20 III 788 1 /2 1012 1 /2 101 - 150 10 40 IV 40 IV 788 1/2 1237 5/8 101 - 150 10 --- --- 60 V 788 1 /2 1462 5 /8 101 - 150 (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 - 06 111 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 0.15g (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. 101 - 150 12 12 II 12 II 945 1 /2 1080 1 /2 101 - 150 12 24 III 24 III 945 1 /2 1215 5 /8 101 - 150 12 36 IV 36 IV 945 1 /2 1350 5 /8 101 - 150 12 --- --- 60 V 945 1 /2 1620 5 /8 101 - 150 16 16 II 16 II 1260 5 /8 1440 5 /8 101 - 150 16 32 IV 32 IV 1260 5/8 1620 5/8 101 - 150 16 --- --- 48 V 1260 5 /8 1800 5 /8 101 - 150 20 20 III 20 III 1575 5/8 1800 5/8 101 - 150 20 40 IV 40 IV 1575 5 /8 2025 3 /4 101 - 150 20 --- --- 60 V 1575 5/8 2250 3/4 101 - 150 24 24 III 24 III 1890 3 /4 2160 3 /4 101 - 150 24 --- --- 48 V 1890 3/4 2430 3/4 151 - 200 6 6 I 6 I 630 1 /2 720 1 /2 151 - 200 6 12 II 12 II 630 1/2 810 1/2 151 - 200 6 18 III 18 III 630 1 /2 900 1 /2 151 - 200 6 30 IV 30 IV 630 1/2 1080 1/2 151 - 200 6 36 V 42 V 630 1 /2 1260 5 /8 151 - 200 8 8 I 8 I 840 1 /2 960 1 /2 151 - 200 8 16 III 16 III 840 1 /2 1080 1 /2 151 - 200 8 24 IV 24 IV 840 1 /2 1200 5 /8 151 - 200 8 40 V 40 V 840 1 /2 1440 5 /8 151 - 200 10 10 II 10 II 1050 1 /2 1200 5 /8 151 - 200 10 20 III 20 III 1050 1/2 1350 5/8 151 - 200 10 30 IV 30 IV 1050 1 /2 1500 5 /8 151 - 200 10 40 V 40 V 1050 1/2 1650 5/8 151 - 200 12 12 II 12 II 1260 5 /8 1410 5 /8 151 - 200 12 24 IV 24 IV 1260 5/8 1620 5/8 151 - 200 12 36 V 36 V 1260 5 /8 1800 5 /8 151 - 200 16 16 III 16 III 1680 5/8 1920 3/4 151 - 200 16 32 V 32 V 1680 5 /8 2160 3 /4 151 - 200 20 20 III 20 III 2100 3 /4 2400 3 /4 151 - 200 20 40 V 40 V 2100 3 /4 2700 3 /4 151 - 200 24 24 IV 24 IV 2520 3 /4 2880 7 /8 * 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 - 06 112 of
- 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
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- Page 111 and 112: Appendix 2 Seismic Bracing Charts f
- Page 113: TRAPEZE BRACING Seismic Bracing Cha
- 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
- 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 0.15g (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 Connection<br />
Rod Minimum Rod Minimum<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 />
76 - 100 8 16 I 16 I 420 3 /8 540 3 /8<br />
76 - 100 8 24 II 24 II 420 3/8 600 3/8<br />
76 - 100 8 40 III 40 III 420 3 /8 720 1 /2<br />
76 - 100 8 --- --- 56 IV 420 3/8 840 1/2<br />
76 - 100 8 --- --- 80 V 420 3 /8 1020 1 /2<br />
76 - 100 10 10 I 10 I 525 3 /8 600 3 /8<br />
76 - 100 10 20 II 20 II 525 3/8 675 1/2<br />
76 - 100 10 40 III 40 III 525 3 /8 825 1 /2<br />
76 - 100 10 --- --- 60 IV 525 3/8 975 1/2<br />
76 - 100 10 --- --- 80 V 525 3 /8 1125 1 /2<br />
76 - 100 12 12 I 12 I 630 1 /2 720 1 /2<br />
76 - 100 12 24 II 24 II 630 1/2 810 1/2<br />
76 - 100 12 36 III 36 III 630 1 /2 900 1 /2<br />
76 - 100 12 --- --- 60 IV 630 1/2 1080 1/2<br />
76 - 100 12 --- --- 72 V 630 1 /2 1170 5 /8<br />
76 - 100 16 16 I 16 I 840 1 /2 960 1 /2<br />
76 - 100 16 32 III 32 III 840 1 /2 1080 1 /2<br />
76 - 100 16 --- --- 48 IV 840 1 /2 1200 5 /8<br />
76 - 100 16 --- --- 80 V 840 1 /2 1440 5 /8<br />
76 - 100 20 20 II 20 II 1050 1 /2 1200 5 /8<br />
76 - 100 20 40 III 40 III 1050 1/2 1350 5/8<br />
76 - 100 20 --- --- 60 IV 1050 1 /2 1500 5 /8<br />
76 - 100 20 --- --- 80 V 1050 1/2 1650 5/8<br />
76 - 100 24 24 II 24 II 1260 5/8 1440 5/8<br />
76 - 100 24 --- --- 48 IV 1260 5 /8 1620 5 /8<br />
76 - 100 24 --- --- 72 V 1260 5/8 1800 5/8<br />
101 - 150 6 6 I 6 I 473 3 /8 540 3 /8<br />
101 - 150 6 18 II 18 II 473 3/8 675 1/2<br />
101 - 150 6 24 III 24 III 473 3 /8 742 1 /2<br />
101 - 150 6 36 IV 42 IV 473 3/8 945 1/2<br />
101 - 150 6 --- --- 60 V 473 3 /8 1147 5 /8<br />
101 - 150 8 8 I 8 I 630 1/2 720 1/2<br />
101 - 150 8 16 II 16 II 630 1 /2 810 1 /2<br />
101 - 150 8 24 III 24 III 630 1/2 900 1/2<br />
101 - 150 8 40 IV 40 IV 630 1 /2 1080 1 /2<br />
101 - 150 8 --- --- 56 V 630 1/2 1260 5/8<br />
101 - 150 10 10 I 10 I 788 1/2 900 1/2<br />
101 - 150 10 20 III 20 III 788 1 /2 1012 1 /2<br />
101 - 150 10 40 IV 40 IV 788 1/2 1237 5/8<br />
101 - 150 10 --- --- 60 V 788 1 /2 1462 5 /8<br />
101 - 150 (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 />
111<br />
of<br />
Raafat S. Aboulhosn<br />
Structural Engineer S 3913
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