Premium Lock 210A
16" Panel Width
ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC. PREMIUM LOCK 210a STANDING SEAM PANELWidth: 16.00 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/180 201 178 160 146 130 110 95 82 72 L/240 201 178 160 146 130 110 95 82 72 L/360 201 178 160 146 130 110 95 82 72 2 L/180 251 215 176 147 130 110 95 82 72 L/240 251 215 176 147 130 110 95 82 72 L/360 251 215 176 147 130 110 95 82 72 3 L/180 251 223 201 169 143 123 106 93 82 L/240 251 223 201 169 143 123 106 93 82 L/360 251 223 201 169 143 123 106 93 82
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 64 57 51 46 41 38 34 31 29 L/240 64 57 51 46 41 38 34 31 29 L/360 64 57 51 46 41 38 34 31 28 2 L/180 64 57 51 46 41 38 34 31 29 L/240 64 57 51 46 41 38 34 31 29 L/360 64 57 51 46 41 38 34 31 29 3 L/180 73 65 58 52 48 43 40 36 33 L/240 73 65 58 52 48 43 40 36 33 L/360 73 65 58 52 48 43 40 36 33
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 27 25 23 21 20 18 17 16 15 L/240 27 25 23 21 20 18 17 16 15 L/360 25 24 22 19 18 16 14 13 12 2 L/180 27 25 23 21 20 18 17 16 15 L/240 27 25 23 21 20 18 17 16 15 L/360 27 25 23 21 20 18 17 16 15 3 L/180 31 28 26 25 23 21 20 19 18 L/240 31 28 26 25 23 21 20 19 18 L/360 31 28 26 25 23 21 20 19 18
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 14 13 12 12 11 11 10 9 9 L/240 14 13 12 12 11 10 10 9 9 L/360 11 10 9 9 8 7 7 6 6 2 L/180 14 13 12 12 11 10 10 9 9 L/240 14 13 12 12 11 10 10 9 9 L/360 14 13 12 12 11 10 10 9 8 3 L/180 16 16 15 14 13 12 12 11 10 L/240 16 16 15 14 13 12 12 11 10 L/360 16 16 15 14 13 12 12 11 10
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 = 7.849 ft (L/180)
Two Span : Max. Span = 9.253ft (L/180)
Three Span : Max. Span = 9.479 ft (L/180)
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