Star Building Systems - Star Metal Buildings

Insu

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Stan

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1. 36" coverage 1. Maximizes ease of installation2. Purlin bearing leg 2. Makes panel alignment and fastener

engagement consistent3. UL® 30 and UL® 90 classification for wind uplift resistance 3. Reduces insurance rates4. Use as roof or wall panel 4. Versatile 5. 80 ksi yield steel for roof panel 5. Enhances walkability, resistance to hail damage

and increases load carrying capacity6. Light transmitting panels 6. Profile light transmitting panels are available for both

roof and wall applications to aid in natural lighting and reduced energy consumption

7. Diaphragm action 7. DuraRib® panel configuration enhances diaphragm capabilities for purlin stability

36"

3½"

Roof and Wall

Systems

Standing Seam

Roof Systems

Insulated Panel System

s

WAL

L

DESIGN LOADS* OUTSIDE IN COMPRESSION

INSIDE IN COMPRESSION

PANEL GAUGE

Tested Ultimate

Seismic Wind G’(#/IN.)

Ap(IN.2)

Ix (IN.4/FT.)

Sx (IN.3/FT.)

Ix (IN.4/FT.)

Sx (IN.3/FT.)

Fb (KSI)

26 350lbs/ft

140lbs/ft

175lbs/ft

3450 0.752 0.03917 0.04421 0.03665 0.04352 30

24 3450 0.927 0.04752 0.05614 0.04518 0.05354 30

RO

OF

26 G

auge

SPANCONDITION

LOADCONDITION

PURLIN SPACE

RO

OF

24 G

auge

SPANCONDITION

LOADCONDITION

PURLIN SPACE

3' 4' 5' 6' 3' 4' 5' 6'

SIMPLE

GRAVITY 115.16151.87

64.7864.07

41.4632.80

28.7918.98

SIMPLE

GRAVITY 124.51184.62

70.0377.88

44.8239.88

31.1323.08

UPLIFT 152.37174.24

85.7173.51

54.8537.64

38.0921.78

UPLIFT 158.32219.41

89.0692.56

57.0047.39

39.5827.43

2-SPAN

GRAVITY 114.28351.13

64.28148.13

41.1475.84

28.5743.89

2-SPAN

GRAVITY 118.74434.17

66.79183.17

42.7593.78

29.6954.27

UPLIFT 153.54438.91

86.37185.17

55.2894.81

38.3954.86

UPLIFT 166.01542.71

93.38228.96

59.76117.23

41.5067.84

3-SPAN

GRAVITY 142.85274.80

80.35115.93

51.4359.36

35.7134.35

3-SPAN

GRAVITY 148.43339.79

83.49143.35

53.4373.39

37.1142.47

UPLIFT 191.93343.50

107.96144.91

69.0974.20

47.9842.94

UPLIFT 207.51424.73

116.72179.18

74.7091.74

51.8853.09

4-SPAN

GRAVITY 133.38291.71

75.03123.06

48.0263.01

33.3436.46

4-SPAN

GRAVITY 138.59360.70

77.95152.17

49.8977.91

34.6545.09

UPLIFT 179.20364.64

100.80153.83

64.5178.76

44.8045.58

UPLIFT 193.75450.87

108.99190.21

60.7597.39

48.4456.36

RO

OF

DESIGN LOADS* OUTSIDE IN COMPRESSION

INSIDE IN COMPRESSION

PANEL GAUGE

Tested Ultimate

Seismic Wind G’(#/IN.)

Ap(IN.2)

Ix (IN.4/FT.)

Sx (IN.3/FT.)

Ix (IN.4/FT.)

Sx (IN.3/FT.)

Fb (KSI)

26 444lbs/ft

178lbs/ft

222lbs/ft

27420 0.752 0.03909 0.04327 0.03588 0.04294 36

24 27420 0.927 0.04752 0.05614 0.04518 0.05354 30

WAL

L 26

Gau

ge

SPANCONDITION

LOADCONDITION

GIRT SPACE (IN FEET)

WAL

L 24

Gau

ge

SPANCONDITION

LOADCONDITION

GIRT SPACE (IN FEET)

5' 6' 7' 5' 6' 7'

SIMPLE

PRESSURE 47.0654.78

32.6831.70

24.0119.96

SIMPLE

PRESSURE 59.7666.46

41.5038.46

30.4924.22

SUCTION 46.3351.26

32.1729.66

23.6418.68

SUCTION 57.0063.19

39.5836.57

29.0823.03

2-SPAN

PRESSURE 46.33127.84

32.1773.98

26.6446.59

2-SPAN

PRESSURE 57.00156.30

39.5890.46

29.0856.96

SUCTION 47.06127.84

32.6873.98

24.0146.59

SUCTION 59.76156.30

41.5090.46

30.4956.96

3-SPAN

PRESSURE 57.91100.05

40.2257.90

29.5536.46

3-SPAN

PRESSURE 71.24122.33

49.4870.79

36.3544.58

SUCTION 58.83100.05

40.8557.90

30.0136.46

SUCTION 74.70122.33

51.8870.79

38.1144.58

Star Building Systemsan NCI Company