R-Panel
(available in all colors, click here to see our selection)


 

SECTION PROPERTIES

 

 

 

 

 

 

 

 

 

 

 

PANEL

Fy

THK

WT

FB

TOP IN COMPRESSION

BOTTOM IN COMPRESSION

GAUGE

(KSI)

(IN)

(PSF)

(KSI)

lx

Sx

MOM'T

lx

Sx

MOM'T

 

 

 

 

 

(IN4/FT)

(IN³/FT)

Ft. Lbs.

(IN4/FT)

(IN³/FT)

Ft. Lbs.

26

80

0.020

0.892

48

0.046

0.047

188

0.043

0.046

184

 

55

0.020

0.892

33

0.046

0.047

129

0.044

0.046

128

  

              LOAD TABLE

 

 

 

 

Panel

Ky

SPAN

MAXIMUM TOTAL UNIFORM LOAD IN PSF

Gauge

(KSI)

CONDITION

L-4’-0

L-5’-0

L-6’-0

L-7’-0

L-7’-6"

26

 

SIMPLE

S

94.1

60.2

41.8

30.7

26.8

 

 

61.9

31.7

18.3

11.6

9.4

80

2-SPAN

S

91.7

58.7

40.8

30.

26.1

 

 

 

 

 

27.8

22.6

 

3-SPAN

S

114.7

73.4

51.0

37.4

32.6

 

 

 

59.8

35.4

22.3

18.1

 

SIMPLE

S

64.7

41.4

28.8

21.1

18.4

 

 

62.5

32.0

18.5

11.7

9.5

55

2-SPAN

S

63.9

40.9

28.4

20.9

18.2

 

 

 

 

 

 

 

 

3-SPAN

S

79.8

51.1

35.5

26.1

22.7

 

 

 

 

34.9

22.0

17.9

        S= MAXIMUM SAFE LOAD (May be increased 33% for wind loads
 
= MAXIMUM LOAD LIMITED BY DEFLECTION= l /180

 

SECTION PROPERTIES

 

 

 

 

 

 

 

 

 

 

 

PANEL

Fy

THK

WT

FB

TOP IN COMPRESSION

BOTTOM IN COMPRESSION

GAUGE

(KSI)

(IN)

(PSF)

(KSI)

lx

Sx

MOM'T

lx

Sx

MOM'T

 

 

 

 

 

(IN4/FT)

(IN³/FT)

Ft. Lbs.

(IN4/FT)

(IN³/FT)

Ft. Lbs.

24

80

0.024

1.080

48

0.056

0.057

227

0.054

0.056

224

 

55

0.024

1.080

33

0.056

0.057

156

0.055

0.057

155

  

              LOAD TABLE

 

 

 

 

Panel

Ky

SPAN

MAXIMUM TOTAL UNIFORM LOAD IN PSF

Gauge

(KSI)

CONDITION

L-4’-0

L-5’-0

L-6’-0

L-7’-0

L-7’-6"

24

 

SIMPLE

S

113.5

72.6

50.4

37.1

32.3

 

 

75.6

38.7

22.4

14.1

11.5

80

2-SPAN

S

112.1

71.7

49.8

36.6

31.9

 

 

 

 

 

33.9

27.6

 

3-SPAN

S

140.1

89.7

62.3

45.7

39.8

 

 

 

73.0

42.3

26.6

21.6

 

SIMPLE

S

78.0

49.9

34.7

25.5

22.2

 

 

75.8

38.8

22.4

14.1

11.5

55

2-SPAN

S

77.8

49.8

34.6

25.4

22.1

 

 

 

 

 

 

 

 

3-SPAN

S

97.2

62.2

43.2

31.7

27.6

 

 

 

 

42.4

26.7

21.7

        S= MAXIMUM SAFE LOAD (May be increased 33% for wind loads
 
= MAXIMUM LOAD LIMITED BY DEFLECTION= l /180