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Display Part P1000T <br />Axis 1-1 <br />Axis 2-2 <br />Moment of <br />Inertia (1) <br />0.185 In' (7.7 ren4) <br />0.236 in° (9.8 cm4) <br />Section <br />Modulus (5 <br />0.202 Ins (3.3 cros) <br />0.290 in3 (4.8 cm3) <br />Radius of <br />Gyration r <br />0.577 In (1.5 cm) <br />0,661 in (1.7 cm ) <br />Column Loading - P1000T <br />Please contact factory for loading information j <br />Beam Loading - P1000T <br />85% of non pierced channel <br />Motes: <br />• Above loads include the weight of the member. <br />This weight must be deducted to arrive at the net allowable load the beam will support. <br />Long span beams should be supported so as to prevent rotation and twist. <br />Page 2 of 2 <br />• Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If <br />load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding <br />deflection by 0.8. <br />The lateral bracing factor should be multiplied by the load to determine the load retained based on the <br />distance between lateral braces, <br />Bearing Load on Channel: <br />LOAD LOAD LOAD <br />, <br />0 <br />d <br />Max Load Max Load Max Load <br />5,000 Lbs 8,000 Lbs 3,500 Lbs <br />2,268 Kg 3,629 Kg 1,688 Kg <br />CD2017 Atkore International, Inc- Alt Rights Roserva& iy, dVaCV P011cv I Rao Central <br />http://www.unistrut.us/index.php?WP=cat—detO&S=SO5&P=PIOOOT 2/27/2017 <br />