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UNION CORRUGATING COMPANY MasterRib Wall Panel 36" wide, 29 ga. (min) Steel Panel over Steel Supports Span Loading Allowable Load(psf) Condition Type Support Spacing(ft) 1.50 1 1.75 2.00 2.25 2.50 2.75 3.00 3.50 4.00 Two Span Positive 106.4 91.2 79.8 70.9 63.9 58.0 53.2 45.6 36.3 Negative 88.5 75.8 66.4 59.0 53.1 48.3 44.2 37.9 30.2 Three Span Positive 120.9 103.7 90.7 80.6 72.6 66.0 60.5 51.8 45.4 Negative 100.5 86.2 75.4 67.0 60.3 54.8 50.3 43.1 37.7 Four or More Positive 116.4 1 99.8 87.3 77.6 69.8 63.5 58.2 49.9 42.4 Spans Negative 1 96.8 82.9 72.6 64.5 58.1 52.8 48.4 41.5 35.2 Notes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity,panel strength and and deflection limit of L/120. Allowable loads are calculated for minimum 29 ga.panel. 2. The wind load is taken as 0.7 times the"component and cladding"loads for the purpose of determining deflection limit. 3. The panel allowable properties are determined from full scale ASTM E 1592 tests at 4'0"span. 4. The panel fasteners are#12-14 x 1"long self drilling screws with washers. Fastener spacing across panel width is 9.0"o.c.in the interior supports and 3.5"-5.5"-3.5"o.c. at panel ends. 5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 24"o.c. 6. Steel supports are minimum 18 ga. All supports must be designed to resist all loads imposed on the panel. 7. Minimum bearing width of support is 1.5". 8.The panels may span from bottom to top supports or side to side supports. 9. Panels must be installed as per Evaluation Report FL 9557.1 and Union current installation procedure. oa�Beeeua0000ea s OGKALIN ,0> bqz 5, •�N S E°'°� oo�s Q v 6�240 m° No ® ; r :LLU OF •�� F`P�O�• FLOP;. °�0's d 1216 N Lansing Ave, Suite C s6 Slcu ,�®°0 Bala Sockalingam, Ph.D.,P.E. Tulsa,OK 74106 PE 62240 918 492 5992 •\ , 2G 1�1