Premium Snap 100NS

 

ALLOWABLE LOAD TABLES FOR PREMIUM PANELS, INC.
PREMIUM SNAP 100ns STANDING SEAM PANEL

Width: 12.56 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
82
65
52
43
36
30
26
22
19
L/240
82
65
52
43
35
27
22
18
15
L/360
78
55
40
30
23
18
15
12
10
2
L/180
82
65
52
43
36
30
26
22
20
L/240
82
65
52
43
36
30
26
22
20
L/360
82
65
52
42
33
26
21
17
14
3
L/180
95
75
61
50
42
35
30
26
23
L/240
95
75
61
50
42
35
30
26
23
L/360
95
75
61
50
42
34
27
22
11

 

Width: 12.56 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
16
14
12
10
9
7
7
6
5
L/240
12
10
9
7
6
6
5
4
4
L/360
8
7
6
5
4
4
3
3
3
2
L/180
17
15
14
12
11
10
9
8
7
L/240
17
15
12
11
9
8
7
6
5
L/360
11
10
8
7
6
5
5
4
4
3
L/180
20
18
16
14
13
12
11
10
9
L/240
20
18
16
14
12
11
9
8
7
L/360
15
13
11
9
8
7
6
5
5

 

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) = 1.50
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 = 1.361 ft (L/180)
Two Span : Max. Span = 1.560 ft (L/180)
Three Span : Max. Span = 1.648 ft (L/180)

 

 

Width: 16.56 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
63
50
40
33
27
23
20
17
15
L/240
63
50
40
33
27
22
17
14
12
L/360
62
43
32
24
18
14
12
9
8
2
L/180
63
50
40
33
27
23
20
17
15
L/240
63
50
40
33
27
23
20
17
15
L/360
63
50
40
33
26
20
16
13
11
3
L/180
73
57
46
38
32
27
23
20
17
L/240
73
57
46
38
32
27
23
20
17
L/360
73
57
46
38
32
27
22
18
15

 

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) = 1.50
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 = 1.376 ft (L/180)
Two Span : Max. Span = 1.577 ft (L/180)
Three Span : Max. Span = 1.667 ft (L/180

 

 

Width: 18.56 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
56
44
36
29
24
21
18
15
13
L/240
56
44
36
29
24
20
16
13
10
L/360
56
39
29
22
17
13
10
8
7
2
L/180
56
44
36
29
24
21
18
15
13
L/240
56
44
36
29
24
21
18
15
13
L/360
56
44
36
29
23
18
15
12
10
3
L/180
65
51
41
34
28
24
21
18
16
L/240
65
51
41
34
28
24
21
18
16
L/360
65
51
41
34
28
24
20
16
13

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) = 1.50
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 = 1.379 ft (L/180)
Two Span : Max. Span = 1.581 ft (L/180)
Three Span : Max. Span = 1.672 ft (L/180)

 

 

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