Premium Lock 200

18" Panel Width

 

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.
PREMIUM LOCK 200 STANDING SEAM PANEL

Width: 18.00 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
178
158
142
129
117
100
86
75
65
L/240
178
158
142
129
117
100
86
75
65
L/360
178
158
142
129
117
100
86
75
65
2
L/180
223
194
159
132
117
100
86
75
65
L/240
223
194
159
132
117
100
86
75
65
L/360
223
194
159
132
117
100
86
75
65
3
L/180
223
198
178
153
129
111
96
84
74
L/240
223
198
178
153
129
111
96
84
74
L/360
223
198
178
153
129
111
96
84
74

 

 

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
58
51
46
41
37
34
31
28
26
L/240
58
51
46
41
37
34
31
28
26
L/360
58
51
46
41
37
34
31
28
25
2
L/180
58
51
46
41
37
34
31
28
26
L/240
58
51
46
41
37
34
31
28
26
L/360
58
51
46
41
37
34
31
28
26
3
L/180
66
58
53
47
43
39
36
33
30
L/240
66
58
53
47
43
39
36
33
30
L/360
66
58
53
47
43
39
36
33
30

 

 

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
24
22
20
19
18
16
15
14
13
L/240
24
22
20
19
18
16
15
14
13
L/360
23
20
18
16
15
13
12
11
10
2
L/180
24
22
20
19
18
16
15
14
13
L/240
24
22
20
19
18
16
15
14
13
L/360
24
22
20
19
18
16
15
14
13
3
L/180
28
26
24
22
21
19
18
17
16
L/240
28
26
24
22
21
19
18
17
16
L/360
28
26
24
22
21
19
18
17
16

 

 

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
13
12
11
11
10
9
9
8
8
L/240
13
12
11
11
10
9
9
8
8
L/360
9
9
8
7
7
6
6
5
5
2
L/180
13
12
11
11
10
9
9
8
8
L/240
13
12
11
11
10
9
9
8
8
L/360
13
12
11
11
10
9
9
8
7
3
L/180
15
14
13
12
12
11
10
10
9
L/240
15
14
13
12
12
11
10
10
9
L/360
15
14
13
12
12
11
10
10
9

 

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 ksi

2. 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) = 1.85

4. 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 = 7.175 ft (L/180)
Two Span : Max. Span = 8.489 ft (L/180)
Three Span : Max. Span = 8.697ft (L/180)

 

Copper Roof

 

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, 

 

 

 

Contact Us