INSTALL INSTALL PLAN 2001 - Laserfiche WebLink

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MAXIMUM ALLOWABLE SPANS IN FEET FOR : 16 INCH ROOF PANEL, LIVE LOADS ( Per 1986 AISI Sections C3. 2, C3. 3, C3. 4 ) LOAD GA SIMPLE SPAN 2 SPANS 3 OR MORE SPANS PSF STRESS DEFL. DEFL. STRESS DEFL. DEFL. STRESS DEFL. DEFL ( L/180 ) ( 1.:./360 ) ( 1-./180 ) ( L/360 ) ( L/180 ) ( L_/360 ) 22 22 13. 4 13. 4 10. 8* 11. 8 11. B 11. 8 12. 7 12. 7 12. 7 20 14. 9 14. 4* 11. 4* 13. 2 13. 2 13. 2 14. 3 14. 3 14. 3 25 22 12. 0 12. 0 10. 1* 10. 5 10. 5 10. 5 11. 4 11. 4 11. 4 20 13. 4 13. 4 10. 6* 11. 8 11. 8 11. 8 12. 7 12. 7 12. 7 13 15. 4 14. 7 * 11. 7* 14. 6 14. 6 14. 6 15. 8 15. 8 14. 7* 30 22 11. 0 11. 0 9. 5m 9. 6 9. 6 9. G 10. 4 10. 4 10. 4 20 12. 2 12. 2 10. 0* 10. 8 10. 8 10. 8 11. 6 11. 6 11. G 13 14. 1 13. 8* 11. 0* 13. 3 13. 3 13. 3 104 14. 4 13. 8- 35 22 10. 1 10. 1 90* 8. 9 8. 9 8. 9 9. 6 9. 6 9. 6 20 11. 3 11. 3 9. 5* 10. 0 10. 0 10. 0 10. 8 10. 8 10. 8 18 13. 0 13. 0 10. 4+ 12. 3 12. 3 12. 3 13. 3 13. 3 13. 1 * 40 22 9. 5 9. 5 8. 6* & 3 & 3 8. 3 9. 0 9. 0 9. 0 20 10. 6 10. 6 9. 1 * 9. 3 9. 3 9. 3 10. 1 10. 1 10. 1 18 12. 2 12. 2 10. 0* 11. 5 11. 5 11. 5 12. 5 12. 5 12. 5 45 22 8. 9 8. 9 8. 3* 7. 9 7. 9 7. 9 8. 5 8. 5 8. 5 20 10. 0 10. 0 8. 7* B. B 8. B 8. 8 9. 5 9. 5 9. 5 18 11. 5 11. 5 9. G* 10. 9 10. 9 10. 9 11. 7 11. 7 11. 7 50 22 8. 5 8. 5 8. 0* 7. 5 7. 5 7. 5 8. 1 8. 1 8. 1 20 9. 4 9. 4 8. 4+ 8. 3 8. 3 8. 3 9. 0 9. 0 9. 0 16 10. 9 10. 9 9. 3* 10. 3 10. 3 10. 3 11. 1 11. 1 11. 1 VALUES FOR 3 OR MORE SPANS ARE BASED ON 4 SPANS DENOTES LOAD CONTROLLED BY DEFLECTION DENOTES LOAD CONTROLLED BY MOMENT IN BETWEEN SUPPORTS THESE LOAD CAPACITIES ARE FOR THE PANEL ITSELF. FRAMES, PURLINS, CLIPS, FASTENERS, AND ALL SUPPORTS MUST BE DESIGNED TO RESIST ALL LOADS IMPOSED BY THE PANEL. FOR FULL PANEL CAPACITY ( ESPECIALLY ON SHORT SPANS ) , BEARING MUST BE CHECKED USING ACTUAL LOADS AND BEARING LENGTHS.