Star Building Systems - Star Metal Buildings
Transcript of Star Building Systems - Star Metal Buildings
Insu
late
d Pa
nel
Syst
ems
Stan
ding
Sea
m
Roof
Sys
tem
Roof
and
Wal
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stem
s
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