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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 |
4.0 |
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 |
111 |
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 |
4.0 |
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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