Premium Lock 210A

18" Panel Width

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.
PREMIUM LOCK 210a 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
115
98
84
73
64
L/240
178
158
142
129
115
98
84
73
64
L/360
178
158
142
129
115
98
84
73
64
2
L/180
223
191
156
130
115
98
84
73
64
L/240
223
191
156
130
115
98
84
73
64
L/360
223
191
156
130
115
98
84
73
64
3
L/180
223
198
178
150
127
109
94
83
73
L/240
223
198
178
150
127
109
94
83
73
L/360
223
198
178
150
127
109
94
83
73

 

 

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
57
50
45
41
37
33
30
28
26
L/240
57
50
45
41
37
33
30
28
26
L/360
57
50
45
41
37
33
30
28
26
2
L/180
57
50
45
41
37
33
30
28
26
L/240
57
50
45
41
37
33
30
28
26
L/360
57
50
45
41
37
33
30
28
26
3
L/180
64
58
52
47
42
38
35
32
30
L/240
64
58
52
47
42
38
35
32
30
L/360
64
58
52
47
42
38
35
32
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
17
16
15
14
13
L/240
24
22
20
19
17
16
15
14
13
L/360
24
22
19
18
16
14
13
12
11
2
L/180
24
22
20
19
17
16
15
14
13
L/240
24
22
20
19
17
16
15
14
13
L/360
24
22
20
19
17
16
15
14
13
3
L/180
27
25
23
22
20
19
18
17
15
L/240
27
25
23
22
20
19
18
17
15
L/360
27
25
23
22
20
19
18
17
15

 

 

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
12
12
11
10
10
9
9
8
8
L/240
12
12
11
10
10
9
9
8
8
L/360
10
9
8
8
7
7
6
6
5
2
L/180
12
12
11
10
10
9
9
8
8
L/240
12
12
11
10
10
9
9
8
8
L/360
12
12
11
10
10
9
9
8
8
3
L/180
15
14
13
12
11
11
10
10
9
L/240
15
14
13
12
11
11
10
10
9
L/360
15
14
13
12
11
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 = 7.462 ft (L/180)
Two Span : Max. Span = 8.797 ft (L/180)
Three Span : Max. Span = 9.012 ft (L/180)

 

 

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