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

12" Width

Width: 12.0"
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 Length (Feet)
 
Span
Deflection
2.00
2.25
2.50
2.75
3.00
3.25
3.50
3.75
4.00
1

L/180

L/240

L/360
276

276

276

218

218

218

117

117

117

146

146

146

122

122

122

104

104

104

90

90

89

78

78

72

68

68

60
2

L/180

L/240

L/360

276

276

276

218

218

218

117

117

117

146

146

146

122

122

122

104

104

104

90

90

90

78

78

78

68

68

68
3

L/180

L/240

L/360

304

304

304

243

243

243

198

198

198

164

164

164

139

139

139

119

119

119

102

102

102

89

89

89

78

78

78

 

Span
Deflection
4.25
4.50
4.75
5.00
5.25
5.50
5.75
6.00
6.25
1

L/180

L/240

L/360
60

60

50

54

54

42

48

48

36

43

43

31

39

39

36

35

34

23

32

30

20

30

26

18

27

23

16
2

L/180

L/240

L/360

60

60

60

54

54

54

48

48

48

43

43

43

39

39

37

35

35

32

32

32

28

30

30

25

27

27

22
3

L/180

L/240

L/360

69

69

69

62

62

62

56

56

56

50

50

50

45

45

45

41

41

41

38

38

38

34

34

33

32

32

29

 

Span
Deflection
6.50
6.75
7.00
7.25
7.50
7.75
8.00
8.25
8.50
1

L/180

L/240

L/360

25

21

14

23

19

12

21

17

11

20

15

10

18

14

9

16

12

8

15

11

7

14

10

7

12

9

6
2

L/180

L/240

L/360

25

25

20

23

23

18

21

21

16

20

20

14

18

18

13

17

17

12

16

16

11

15

14

10

14

13

9
3

L/180

L/240

L/360

29

29

26

27

27

23

25

25

21

23

23

19

22

22

17

20

20

15

19

19

14

18

18

13

17

17

12

1. Formula's used in Load Tables for FLEXURE and DEFLECTION are:
One Span:
-Mp = .125wl2
Mn = .125wl
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 = 4.463'
(L/180)
Two Span
: Max Span = 5.375'
(L/180)
Three Span +
: Max Span = 5.781'
(L/180)

 

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 Length (Feet)
Span
Deflection
2.00
2.25
2.50
2.75
3.00
3.25
3.50
3.75
4.00
1

L/180

L/240

L/360

207

207

207

164

164

164

132

132

132

109

109

109

92

92

92

78

78

78

67

67

67

58

58

56

51

51

46
2

L/180

L/240

L/360

207

207

207

164

164

164

132

132

132

109

109

109

92

92

92

78

78

78

67

67

67

58

58

58

51

51

51
3

L/180

L/240

L/360

228

228

228

182

182

182

148

148

148

123

123

123

104

104

104

89

89

89

77

77

77

67

67

67

59

59

59

 

Span
Deflection
4.25
4.50
4.75
5.00
5.25
5.50
5.75
6.00
6.25
1

L/180

L/240

L/360

45

45

38

40

40

32

36

36

28

32

32

24

29

29

20

26

26

18

24

23

16

22

21

14

20

18

12
2

L/180

L/240

L/360

45

45

45

40

40

40

36

36

36

32

32

32

29

29

29

26

26

25

24

24

22

22

22

19

20

20

17
3

L/180

L/240

L/360

52

52

52

46

46

46

41

41

41

37

37

37

34

34

34

31

31

31

28

28

28

26

26

26

24

24

23

 

Span
Deflection
6.50
6.75
7.00
7.25
7.50
7.75
8.00
8.25
8.50
1

L/180

L/240

L/360

19

16

11

17

14

10

16

13

9

15

12

8

14

11

7

13

10

6

12

9

6

11

8

5

10

7

5
2

L/180

L/240

L/360

19

19

15

17

17

14

16

16

12

15

15

11

14

14

10

13

13

9

12

12

8

11

11

7

10

10

7
3

L/180

L/240

L/360

22

22

20

20

20

18

19

19

16

17

17

15

16

16

13

15

15

12

14

14

11

13

13

10

12

12

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)
  

 

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

18" Width

Width: 18.0"
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 Length (Feet)

Span
Deflection
2.00
2.25
2.50
2.75
3.00
3.25
3.50
3.75
4.00
1

L/180

L/240

L/360

184

184

184

145

145

145

118

118

118

97

97

97

81

81

81

69

69

69

59

59

59

52

52

50

45

45

41
2

L/180

L/240

L/360

184

184

184

145

145

145

118

118

118

97

97

97

81

81

81

69

69

69

59

59

59

52

52

52

45

45

45
3

L/180

L/240

L/360

202

202

202

162

162

162

132

132

132

109

109

109

92

92

92

79

79

79

68

68

68

59

59

59

52

52

52

 

Span
Deflection
4.25
4.50
4.75
5.00
5.25
5.50
5.75
6.00
6.25
1

L/180

L/240

L/360

40

40

35

35

35

29

32

32

25

29

29

21

26

26

18

23

23

16

21

21

14

19

18

12

18

16

11
2

L/180

L/240

L/360

40

40

40

35

35

35

32

32

32

29

29

29

26

26

26

23

23

23

21

21

20

19

19

17

18

18

15
3

L/180

L/240

L/360

46

46

46

41

41

41

37

37

37

33

33

33

30

30

30

27

27

27

25

25

25

23

23

23

21

21

21

 

Span
Deflection
6.50
6.75
7.00
7.25
7.50
7.75
8.00
8.25
8.50
1

L/180

L/240

L/360

16

15

10

15

13

9

14

12

8

13

10

7

12

9

6

11

9

6

10

8

5

9

7

5

9

6

4
2

L/180

L/240

L/360

16

16

14

15

15

12

14

14

11

13

13

10

12

12

9

11

11

8

10

10

7

10

10

7

9

9

6
3

L/180

L/240

L/360

19

19

18

18

18

16

16

16

15

15

15

13

14

14

12

13

13

11

12

12

10

11

11

9

11

11

8

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 = 4.440'
(L/180)
Two Span
: Max Span = 5.346'
(L/180)
Three Span +
: Max Span = 5.680'
(L/180)
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