Premium Lock 150
12" Panel Width
ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC. PREMIUM LOCK 150 STANDING SEAM PANEL12" Width
Width: 12.0" Allowable Strength Design (ASD)Alloy: ASTM A653, G50
(Fy = 50 ksi)
Wind Load Factor = 1.0 Gauge: 24 (0.024") Allowable Uniform Load (PSF) Seam Rotation: 90 deg. Span Length (Feet)
Span Deflection Span Length (Feet) 2.00 2.25 2.50 2.75 3.00 3.25 3.50 3.75 4.00 1 L/180 276 218 117 146 122 104 90 78 68 L/240 276 218 117 146 122 104 90 78 68 L/360 276 218 117 146 122 104 89 72 60 2 L/180 276 218 117 146 122 104 90 78 68 L/240 276 218 117 146 122 104 90 78 68 L/360 276 218 117 146 122 104 90 78 68 3 L/180 304 243 198 164 139 119 102 89 78 L/240 304 243 198 164 139 119 102 89 78 L/360 304 243 198 164 139 119 102 89 78
Span Deflection Span Length (Feet) 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 1 L/180 60 54 48 43 39 35 32 30 27 L/240 60 54 48 43 39 34 30 26 23 L/360 50 42 36 31 36 23 20 18 16 2 L/180 60 54 48 43 39 35 32 30 27 L/240 60 54 48 43 39 35 32 30 27 L/360 60 54 48 43 37 32 28 25 22 3 L/180 69 62 56 50 45 41 38 34 32 L/240 69 62 56 50 45 41 38 34 32 L/360 69 62 56 50 45 41 38 33 29
Span Deflection Span Length (Feet) 6.50 6.75 7.00 7.25 7.50 7.75 8.00 8.25 8.50 1 L/180 25 23 21 20 18 16 15 14 12 L/240 21 19 17 15 14 12 11 10 9 L/360 14 12 11 10 9 8 7 7 6 2 L/180 25 23 21 20 18 17 16 15 14 L/240 25 23 21 20 18 17 16 14 13 L/360 20 18 16 14 13 12 11 10 9 3 L/180 29 27 25 23 22 20 19 18 17 L/240 29 27 25 23 22 20 19 18 17 L/360 26 23 21 19 17 15 14 13 12
1. Formula's used in Load Tables for FLEXURE and DEFLECTION are: One Span: -Mp = .125wl2 Mn = .125wl x = .0130wl^4/EI Two Span: -Mp = .125wl2 Mn = .096wl2 x = .0092wl^4/EI Three Span: -Mp = .080wl2 Mn = .107wl2 x = .0069wl^4/EI Modulas of Elasticity (E) = 29,500 ksi 2. Allowable uniform loads are determined per the following: a) Allowable Shear Stress (Fv) [AISI c3.2] b) Combined Bending Shear [AISI c3.3] c) Combined Bending & Web Crippling [AISI c3.5] 3. Factors of Safety used to determine uniform codes: Bending = 1.67 Shear = 1.67 Web Crippling = 1.85 4. Allowance has been made for member Dead Weight. 5. Minimum panel support bearing length = 2.00" 6. Concentrated load = 150 lb at mid-span, load width = 4" Simple Span : Max Span = 4.463' (L/180) Two Span : Max Span = 5.375' (L/180) Three Span + : Max Span = 5.781' (L/180)
Call us today!
Phone 303-420-8538
Fax 303-420-8356
Hours
Mon - Thurs 7:00 - 4:00
Friday 7:00 - 12:30
Tweet
cool metal roofing, metal, flat stock, coil, metal coil, aluminum coil, steel coil, coolr, sheffield, sheffield metals, drexel, drexel metals, gutters, sheet metal, coil metal, steel, englert, metalsales, metal sales, soffit, corrugated, standing seam, steel soffit, soffit panel, aluminum soffit, vented soffit, perforated soffit, 80003, denver, colorado, denver colorado, arizona, longmont, boulder, evergreen, summit county, boulder county, weld county, wind uplift, cortez, colorado springs, castle rock, jefferson county, grand junction, grand mesa, roof panels, roofing, flashing, corrugated, pro panel, classic rib, exposed fastener, screws, clips, UL clips, rubber grommet screws, berridge, berridge panels, gutter, half round gutter, cold roll, painted, painted gutter, prefinished gutter,