10.11.2014 Views

Cooper B-Line Seismic Restraints - Dixie Construction Products

Cooper B-Line Seismic Restraints - Dixie Construction Products

Cooper B-Line Seismic Restraints - Dixie Construction Products

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

TRAPEZE BRACING<br />

<strong>Seismic</strong> Bracing Charts for Trapeze Supports - Figure 11<br />

Table 2 cont. for <strong>Seismic</strong> Force Level 0.45g (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 6 --- --- 6 I 173 3 /8 240 3 /8<br />

26 - 50 6 6 II 18 II 173 3/8 375 3/8<br />

26 - 50 6 12 III 24 III 173 3 /8 442 3 /8<br />

26 - 50 6 18 IV 42 IV 173 3/8 645 1/2<br />

26 - 50 6 30 V 60 V 173 3 /8 847 5 /8<br />

26 - 50 8 --- --- 8 I 230 3/8 320 3/8<br />

26 - 50 8 8 II 16 II 230 3 /8 410 3 /8<br />

26 - 50 8 --- --- 24 III 230 3/8 500 3/8<br />

26 - 50 8 16 IV 40 IV 230 3 /8 680 1 /2<br />

26 - 50 8 24 V 56 V 230 3/8 860 1/2<br />

26 - 50 10 --- --- 10 I 288 3 /8 400 3 /8<br />

26 - 50 10 10 III 20 III 288 3 /8 512 3 /8<br />

26 - 50 10 20 IV 40 IV 288 3 /8 737 1 /2<br />

26 - 50 10 30 V 60 V 288 3 /8 962 1 /2<br />

26 - 50 12 --- --- 12 II 345 3/8 480 3/8<br />

26 - 50 12 12 III 24 III 345 3 /8 615 1 /2<br />

26 - 50 12 --- --- 36 IV 345 3/8 750 1/2<br />

26 - 50 12 24 V 60 V 345 3 /8 1020 1 /2<br />

26 - 50 16 --- --- 16 II 460 3/8 640 1/2<br />

26 - 50 16 16 IV 32 IV 460 3 /8 820 1 /2<br />

26 - 50 16 --- --- 48 V 460 3/8 1000 1/2<br />

26 - 50 20 --- --- 20 III 575 3 /8 800 1 /2<br />

26 - 50 20 20 IV 40 IV 575 3/8 1025 1/2<br />

26 - 50 20 --- --- 60 V 575 3 /8 1250 5 /8<br />

26 - 50 24 --- --- 24 III 690 1 /2 960 1 /2<br />

26 - 50 24 24 V 48 V 690 1 /2 1230 5 /8<br />

51 - 75 6 --- --- 6 I 259 3 /8 360 3 /8<br />

51 - 75 6 6 II 12 II 259 3/8 461 3/8<br />

51 - 75 6 --- --- 18 III 259 3 /8 562 3 /8<br />

51 - 75 6 12 IV 24 IV 259 3/8 664 1/2<br />

51 - 75 6 18 V 36 V 259 3 /8 866 1 /2<br />

51 - 75 8 --- --- 8 II 345 3/8 480 3/8<br />

51 - 75 8 8 III 16 III 345 3 /8 615 1 /2<br />

51 - 75 8 --- --- 24 IV 345 3/8 750 1/2<br />

51 - 75 8 16 V 40 V 345 3 /8 1020 1 /2<br />

51 - 75 10 --- --- 10 II 432 3/8 600 3/8<br />

51 - 75 10 10 IV 20 IV 432 3 /8 769 1 /2<br />

51 - 75 10 20 V 40 V 432 3/8 1106 1/2<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 />

6 - 2 - 06<br />

125<br />

of<br />

Raafat S. Aboulhosn<br />

Structural Engineer S 3913

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!