Premium Lock 200
12" Panel Width
ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC. PREMIUM LOCK 200 STANDING SEAM PANELWidth: 12.00 inch, Alloy: ASTM A792- G50, Gauge: 24
Allowable Strength Design (ASD) Wind Load Factor = 1.0 Allowable Uniform Load (psf)
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/180 268 238 214 195 175 149 129 112 98 L/240 268 238 214 195 175 149 129 112 98 L/360 268 238 214 196 175 149 129 112 98 2 L/180 336 290 238 198 175 149 129 112 98 L/240 336 290 238 198 175 149 129 112 98 L/360 336 290 238 198 175 149 129 112 98 3 L/180 336 298 268 228 194 166 144 126 111 L/240 336 298 268 228 194 166 144 126 111 L/360 336 298 268 228 194 166 144 126 111
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 87 77 69 62 56 51 47 43 39 L/240 87 77 69 62 56 51 47 43 39 L/360 87 77 69 62 56 51 47 40 36 2 L/180 87 77 69 62 56 51 47 43 39 L/240 87 77 69 62 56 51 47 43 39 L/360 87 77 69 62 56 51 47 43 39 3 L/180 98 88 79 71 65 59 54 49 45 L/240 98 88 79 71 65 59 54 49 45 L/360 98 88 79 71 65 59 54 49 45
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 36 33 31 29 27 25 23 22 21 L/240 36 33 31 29 27 25 23 22 21 L/360 32 28 25 23 21 19 17 16 14 2 L/180 36 33 31 29 27 25 23 22 21 L/240 36 33 31 29 27 25 23 22 21 L/360 36 33 31 29 27 25 23 22 20 3 L/180 42 39 36 34 31 29 27 26 24 L/240 42 39 36 34 31 29 27 26 24 L/360 42 39 36 34 31 29 27 26 24
Span Deflection Span Length (Feet) 8.75 9.00 9.25 9.50 9.75 10.00 10.25 10.50 10.75 1 L/180 19 18 17 16 15 14 14 13 12 L/240 19 18 17 15 14 13 12 11 11 L/360 13 12 11 10 9 9 8 8 7 2 L/180 19 18 17 16 15 14 14 13 12 L/240 19 18 17 16 15 14 14 13 12 L/360 18 17 16 14 13 12 11 11 10 3 L/180 23 21 20 19 18 17 16 15 15 L/240 23 21 20 19 18 17 16 15 15 L/360 23 21 20 19 18 16 15 14 13
1. The formula's in Load Tables for EXPOSURE and DEFLECTION are:
One Span - Mp= .125wl^2, Mn= .125wl^2, x= .0130wl^4/EI
Two Span - Mp= .125wl^2, Mn= .096wl^2, x= .0092wl^4/EI
Three Span - Mp= .080wl^2, Mn= .107wl^2, x= .0069wl^4/EI
Modulas of Elasticity (E) = 29,500 ksi2. Allowable uniform loads are determined per the following:
a) Allowable Shear Stress (FV) [AISI c3.2]
b) Combined Bending and Shear [AISI c3.3]
c) Combined Bending and Web Crippling [AISI c3.5]3. Factors of Safety used to determine uniform loads:
W (Bending) = 1.67
W (Shear) = 1.67
W (Web Crippling) = 1.854. Allowances have been made for member Dead Weight.
5. Minimum panel support bearing length = 2.00 in
6. Concentrated load = 150 lb at mid-span, load width = 4 in
Simple Span : Max. Span = 7.192 ft (L/180)
Two Span : Max. Span = 8.732 ft (L/180)
Three Span : Max. Span = 9.418 ft (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
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,