Oh yes. The beam loading table on page 54 of the Unistrut General Engineering Catalog (North American Edition, No. 14, 2002) lists 1.24". Furthermore, deflection d = 5WL^3/(384EI), and the elements of section P5001 table lists the 1-1 axis moment of inertia I = 5.578 in^4. E = 30x10^6 psi makes d = 5x1130lbx240^3in^3/(384x30x10^6lb/in^2x5.578in^4) = 1.22".
Page 17 of the 2001 Cooper B-Line catalog lists a max 1593 pound uniform load and 1.563" deflection for their equivalent B11A shape, which corresponds to a 1130/1593x1.563 = 1.11" deflection with a 1130 pound load, with a note:
Based on simple beam condition using an allowable design stress of 25,000 p[si (172 MPa) in accordance with MFMA, with adequate lateral bracing (see page 11 for further explanation.) Actual yield point of cold rolled steel is 42,000 psi.
Nick