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915 N BROADWAY WSU CAFE 2017-11-03
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915 N BROADWAY WSU CAFE 2017-11-03
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Last modified
11/3/2017 3:58:23 PM
Creation date
10/13/2017 3:47:29 PM
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Address Document
Street Name
N BROADWAY
Street Number
915
Tenant Name
WSU CAFE
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2/3/2017 Display Part P5000 <br /> UN (STRUT' <br /> A PMT-Aatkcxe <br /> Atkore Website'Join E-Notice <br /> ® Search Part No. <br /> Download Submittal(PDF) <br /> Add to cart <br /> View Cart <br /> 25000-P5000-1-5/8"x 3-1/4", 12 Gage, Solid <br /> Channel Selection Chart <br /> Related Channel Nuts <br /> Additional Specifications <br /> Part No. Finish Length Weight <br /> P5000 DF 20 323.30 <br /> P5000 DF 10 323.30 <br /> P5000 GR 20 305.00 <br /> P5000 GR 10 305.00 <br /> P5000 PG 20 305.00 <br /> P5000 PG 10 305.00 <br /> P5000 HG 20 323.30 <br /> P5000 HG 10 323.30 <br /> P5000ZD 10 305.00 <br /> P5000 ZD 20305.00 <br /> P5000 PL 20 305.00 <br /> P5000 PL 10 1 305.00 <br /> 1 5/8" k,, 41 <br /> 7hk1 10 10 <br /> 3A" 3h" <br /> F <br /> 7 1 3d•S <br /> 1.750" 83 + I <br /> 38.1 <br /> 3 t/4" ] 1 <br /> 1.500" .—L <br /> 2 <br /> Elements of Section -P5000 <br /> Area of 0.897 int(5.8 cm2) <br /> Section <br /> Axis 1-1 Axis 2-2 <br /> Inertia <br /> Moment of 1.098 in'(45.7 cm°) 0.433 in4(18.0 cm4) <br /> Modul�ustion S 0.627 in3(10.3 cm3) 0.533 in3(8.7 cm3) <br /> Radius of 1.107 in(2.8 cm) 0.695 in(1.8 cm) <br /> Gyration r <br /> Column Loading-P5000 <br /> Allowable Max Column Load <br /> Unbraced Load at Applied at C.G. <br /> Height Slot Face K=0.65 K=0.80 K=1.0 K=12 <br /> (in) (lbs) (lbs) (lbs) (lbs) (lbs) <br /> 24 5,650 16,8701 15,180 12,850 10,600 <br /> http://www.unistrtA.usAndex.php?WP=cat—detaii&P=P5000 1/2 <br />
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