Premium Lock 150

16" Panel Width

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.
PREMIUM LOCK 150 STANDING SEAM PANEL

16" Width

Width: 16.0"
Allowable Strength Design (ASD)
Alloy: ASTM A653, G50 (Fy = 50 ksi)
Wind Load Factor = 1.0
Gauge: 24 (0.024")
Allowable Uniform Load (PSF)
Seam Rotation: 90 deg.

 

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
207
164
132
109
92
78
67
58
51
L/240
207
164
132
109
92
78
67
58
51
L/360
207
164
132
109
92
78
67
56
46
2
L/180
207
164
132
109
92
78
67
58
51
L/240
207
164
132
109
92
78
67
58
51
L/360
207
164
132
109
92
78
67
58
51
3
L/180
228
182
148
123
104
89
77
67
59
L/240
228
182
148
123
104
89
77
67
59
L/360
228
182
148
123
104
89
77
67
59

 

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
45
40
36
32
29
26
24
22
20
L/240
45
40
36
32
29
26
23
21
18
L/360
38
32
28
24
20
18
16
14
12
2
L/180
45
40
36
32
29
26
24
22
20
L/240
45
40
36
32
29
26
24
22
20
L/360
45
40
36
32
29
25
22
19
17
3
L/180
52
46
41
37
34
31
28
26
24
L/240
52
46
41
37
34
31
28
26
24
L/360
52
46
41
37
34
31
28
26
23

 

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
19
17
16
15
14
13
12
11
10
L/240
16
14
13
12
11
10
9
8
7
L/360
11
10
9
8
7
6
6
5
5
2
L/180
19
17
16
15
14
13
12
11
10
L/240
19
17
16
15
14
13
12
11
10
L/360
15
14
12
11
10
9
8
7
7
3
L/180
22
20
19
17
16
15
14
13
12
L/240
22
20
19
17
16
15
14
13
12
L/360
20
18
16
15
13
12
11
10
9

 

1. Formula's used in Load Tables for FLEXURE and DEFLECTION are:
 
One Span:
-Mp = .125wl2
Mn = .125wl2
x = .0130wl^4/EI
 
Two Span:
-Mp = .125wl2
Mn = .096wl2
x = .0092wl^4/EI
 
Three Span:
-Mp = .080wl2
Mn = .107wl2
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 Shear
[AISI c3.3]
 
c) Combined Bending & Web Crippling
[AISI c3.5]
     
3. Factors of Safety used to determine uniform codes:
 
 
Bending
= 1.67
 
 
Shear
= 1.67
 
 
Web Crippling
= 1.85
 
     
4. Allowance has been made for member Dead Weight.
 
     
5. Minimum panel support bearing length = 2.00"
 
     
6. Concentrated load = 150 lb at mid-span, load width = 4"
 
 
Simple Span
: Max Span = 4.447'
(L/180)
 
 
Two Span
: Max Span = 5.354'
(L/180)
 
 
Three Span +
: Max Span = 5.759'
(L/180)
 

 

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