Premium Lock 210A

16" Panel Width

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.
PREMIUM LOCK 210a STANDING SEAM PANEL

Width: 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 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 = 7.849 ft (L/180)
Two Span : Max. Span = 9.253ft (L/180)
Three Span : Max. Span = 9.479 ft (L/180)

 

 

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