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

Width: 12.00 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
4.0
1
L/180
268
238
214
195
173
147
126
110
96
L/240
268
238
214
195
173
147
126
110
96
L/360
268
238
214
195
173
147
126
110
96
2
L/180
336
286
234
195
173
147
126
110
96
L/240
336
286
234
195
173
147
126
110
96
L/360
336
286
234
195
173
147
126
110
96
3
L/180
336
298
268
225
191
163
142
124
109
L/240
336
298
268
225
191
163
142
124
109
L/360
336
298
268
225
191
163
142
124
109

Width: 12.00 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)
.
4.25
4.50
4.75
5.00
5.25
5.50
5.75
6.00
6.25
1
L/180
85
76
68
61
55
50
46
42
39
L/240
85
76
68
61
55
50
46
42
39
L/360
85
76
68
61
55
50
46
42
38
2
L/180
85
76
68
61
55
50
46
42
39
L/240
85
76
68
61
55
50
46
42
39
L/360
85
76
68
61
55
50
46
42
39
3
L/180
97
86
78
70
64
58
53
49
45
L/240
97
86
78
70
64
58
53
49
45
L/360
97
86
78
70
64
58
53
49
45

Width: 12.00 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)
.
6.50
6.75
7.00
7.25
7.50
7.75
8.00
8.25
8.50
1
L/180
36
33
30
28
26
25
23
22
20
L/240
36
33
30
28
26
25
23
22
20
L/360
34
30
27
25
22
20
18
17
15
2
L/180
36
33
30
28
26
25
23
22
20
L/240
36
33
30
28
26
25
23
22
20
L/360
36
33
30
28
26
25
23
22
20
3
L/180
41
38
35
33
31
29
27
25
24
L/240
41
38
35
33
31
29
27
25
24
L/360
41
38
35
33
31
29
27
25
24

Width: 12.00 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)
.
8.75
9.00
9.25
9.50
9.75
10.00
10.25
10.50
10.75
1
L/180
19
18
17
16
15
14
13
13
12
L/240
19
18
17
16
15
14
13
12
11
L/360
14
13
12
11
10
9
9
8
8
2
L/180
19
18
17
16
15
14
13
13
12
L/240
19
18
17
16
15
14
13
13
12
L/360
19
18
17
15
14
13
12
11
11
3
L/180
22
21
20
19
18
17
16
15
14
L/240
22
21
20
19
18
17
16
15
14
L/360
22
21
20
19
18
17
16
15
14

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 = 8.666 ft (L/180)
Two Span : Max. Span = 10.411 ft (L/180)
Three Span : Max. Span = 10.666 ft (L/180)

Width: 14.00 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
4.0
1
L/180
230
204
183
167
148
126
108
94
83
L/240
230
204
183
167
148
126
108
94
83
L/360
230
204
183
167
148
126
108
94
83
2
L/180
287
245
201
167
148
126
108
94
83
L/240
287
245
201
167
148
126
108
94
83
L/360
287
245
201
167
148
126
108
94
83
3
L/180
287
255
230
193
164
140
121
106
94
L/240
287
255
230
193
164
140
121
106
94
L/360
287
255
230
193
164
140
121
106
94

Width: 14.00 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)
.
4.25
4.50
4.75
5.00
5.25
5.50
5.75
6.00
6.25
1
L/180
73
65
58
52
47
43
39
36
33
L/240
73
65
58
52
47
43
39
36
33
L/360
73
65
58
52
47
43
39
36
33
2
L/180
73
66
58
52
47
43
39
36
33
L/240
73
65
58
52
47
43
39
36
33
L/360
73
65
58
52
47
43
39
36
33
3
L/180
83
74
67
60
54
50
42
36
38
L/240
83
74
67
60
54
50
42
36
38
L/360
83
74
67
60
54
50
42
36
38

Width: 14.00 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)
.
6.50
6.75
7.00
7.25
7.50
7.75
8.00
8.25
8.50
1
L/180
30
28
26
24
23
21
20
18
17
L/240
30
28
26
24
23
21
20
18
17
L/360
30
27
24
22
20
18
16
15
13
2
L/180
30
28
26
24
23
21
20
18
17
L/240
30
28
26
24
23
21
20
18
17
L/360
30
28
26
24
23
21
20
18
17
3
L/180
35
33
30
28
26
24
23
21
20
L/240
35
33
30
28
26
24
23
21
20
L/360
35
33
30
28
26
24
23
21
20

Width: 14.00 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)
.
8.75
9.00
9.25
9.50
9.75
10.00
10.25
10.50
10.75
1
L/180
16
15
14
13
13
12
11
11
10
L/240
16
15
14
13
13
12
11
11
10
L/360
12
11
10
10
9
8
8
7
7
2
L/180
16
15
14
13
13
12
11
11
10
L/240
16
15
14
13
13
12
11
11
10
L/360
16
15
14
13
13
12
11
10
9
3
L/180
19
18
17
16
15
14
13
13
12
L/240
19
18
17
16
15
14
13
13
12
L/360
19
18
17
16
15
14
13
13
12

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 = 8.302ft (L/180)
Two Span : Max. Span = 9.786ft (L/180)
Three Span : Max. Span = 10.025ft (L/180)

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
4.0
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

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)
.
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

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)
.
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

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)
.
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