06-6040 - Laserfiche WebLink

Browse Search

CORRUGATED INDUSTRIES OF FLORIDA, INC. "R" PANEL 36" t 11;4- 1.# =# 3 0/64"-f---+ SECTION PROPERTIES TOP FLAT IN COMPRESSION BOTTOM FLAT IN COMPRESSION PANEL F WEIGHT Ix Sx Ma Ix Sx Ma GAUGE (KSI) (PSF) (in.4fIl.) (in. 3/11.) (in. Kip) (in.4fIl.) (in. 3/11.) (in. Kip) 29 80.0 0.75 0.0286 0.0255 0.9161 0.0276 0.0333 1 .1973 26 80.0 0.94 0.0423 0.0388 1.3928 0.0390 0.0437 1.5698 24 50.0 1.14 0.0542 0.0518 1.5500 0.0517 0.0544 1.6296 22 50.0 1.44 0.0696 0.0704 2.1084 0.0454 0.0610 1 .8253 NOTES 1. All calculations for the properties of panels are calculated in accordance with the 1986 edition of Specifications for the Design of Light Gauge Cold Formed Steel Structural Members - published by the American Iron and Steel Institute (A.I.S.I.). 2. Ix is for deflection determination. 3. Sx is for bending. 4. Ma is allowable bending moment. 5. All values are for one foot of panel width. ALLOWABLE UNIFORM LIVE LOADS IN POUNDS PER SQUARE FOOT 29 Gauge (Fy = 80 KSI) 26 Gauge (Fy = 80 KSI) SPAN LOAD SPAN IN FEET SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 118.3 66.5 42.6 29.6 21.7 16.6 155.0 87.2 55.8 38.8 28.5 21.8 LIVE LOAD/DEFLECTION 67.9 29.3 15.0 8.7 5.5 3.7 102.7 43.3 22.2 12.8 8.1 5.4 2-SPAN NEGATIVE WIND LOAD 90.5 50.9 32.6 22.6 16.6 12.7 137.6 77.4 49.5 34.4 25.3 19.3 LIVE LOAD/DEFLECTION 88.7 49.9 31.9 20.2 12.7 8.5 116.3 65.4 41.9 28.5 18.0 12.0 3-SPAN NEGATIVE WIND LOAD 113.1 63.6 40.7 28.3 20.8 15.9 172.0 96.7 61.9 43.0 31.6 24.2 LIVE LOAD/DEFLECTION 106.0 53.3 27.3 15.8 10.0 6.7 145.4 75.4 38.6 22.3 14.1 9.4 4-SPAN NEGATIVE WIND LOAD 105.6 59.4 38.0 26.4 19.4 14.9 160.6 90.3 57.8 40.1 29.5 22.6 OR MORE LIVE LOAD/DEFLECTION 103.5 56.6 29.0 16.8 10.6 7.1 135.7 76.3 41.0 23.7 14.9 10.0 24 Gauge (Fy = 50 KSI) 22 Gauge (Fy = 50 KSI) SPAN LOAD SPAN IN FEET SPAN IN FEET TYPE TYPE 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 8.0 SIMPLE NEGATIVE WIND LOAD 160.9 90.5 57.9 40.2 29.6 22.6 180.3 101.4 64.9 45.1 33.1 25.4 LIVE LOAD/DEFLECTION 114.8 55.5 28.4 16.4 10.4 6.9 156.2 71.3 36.5 21.1 13.3 8.9 2-SPAN NEGATIVE WIND LOAD 153.1 86.1 55.1 38.3 28.1 21.5 208.2 117.1 75.0 52.1 38.2 29.3 LIVE LOAD/DEFLECTION 120.7 67.9 43.5 30.2 22.2 15.9 135.2 76.1 48.7 33.2 20.9 14.0 3-SPAN NEGATIVE WIND LOAD 191.4 107.6 68.9 47.8 35.1 26.9 260.3 146.4 93.7 65.1 1;7.8 36.6 LIVE LOAD/DEFLECTION 150.9 84.9 51.2 29.6 18.6 12.5 169.0 87.8 44.9 26.0 16.4 11.0 4-SPAN NEGATIVE WIND LOAD 178.7 100.5 64.3 44.7 32.8 25.1 243.0 136.7 87.5 60.8 44.6 .34.2 OR MORE LIVE LOAD/DEFLECTION 140.9 79.2 50.7 31.4 1~.8 13.3 157.8 88.8 47.7 27.6 17.4 11.6 NOTES 1. Allowable loads are based on uniform span lengths and Fy of 80 KSI fo"r 29 and 26 gauge and Fy of 50 KSI for 24 and 22 gauge. 2. Live load is allowable live "load. 3. Wind load is allowable wind load and has been increased by 33.333%. 4. Deflection loads are limited by a maximum deflection ratio of U240 of span or maximum bending stress from live load. 5. Weight of the panel has not been deducted from allowable loads. ~, 6. Load table values do not address web crippling requirements or connection of pimelio substrate. ~~. .1. ."" 7. Minimum bearing length of 1.5" required. NJ . ASSOClATFO 6UILDERS AND CONTRACTORS. INC.