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Project Number: 251214 <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />HOAG MEMORIAL <br />11. ROLL FORMED BEAM ANALYSIS AT 84" <br />11.1 SUMMARY <br />Shape <br />Status <br />Unity Ratio <br />Governing LC <br />Controlling Beam <br />Beam Length, L <br />Shelf Load <br />Number of Pallets <br />Mu <br />V <br />ObMn <br />OvVn <br />Shear/Bend Interaction: <br />L/180 Deflection Check: <br />Hannibal 150140 (14ga) <br />Pass <br />61.42% <br />1.2D + 1.4P + 1.41 <br />Shelf at 84 in <br />144 in <br />3, 000 Ibs <br />3 <br />35.9673 k-in <br />1.1644 kips <br />72.1557 k-in (49.85%) <br />10.6596 kips (10.92%) <br />13.69% <br />61.42% <br />11.2 DEMAND FROM IMPACT LOAD COMBINATION <br />Load combination:1.2D + 1.4P + 1.41 <br />No. of Pallets = 3 <br />Beam length, L = 144 in <br />Beam self -weight = L,S = 44.8084 Ibs <br />Product load, P = 0.5(Shelf Load) =1, 500 Ibs <br />Impact load, I = P/(8 x No. of Pallets) = 125 Ibs <br />Beam load, w = 1.2D + 1.4P + 1.41 = 2,328.7701 Ibs = 2.3288 kips <br />Connection stiffness, F = 370 k-in/rad <br />rm =1 _ 2FL = 0.858 <br />6EIx + 3FL <br />M„ = wL 8 rm = 35.9673 k-in <br />VU = 0.5w=1.1644 kips <br />H <br />FOR PEKMI I IS <br />�-D <br />er ID: d <br />JtDa <br />�t <br />�W <br />SECTION PROPERTIES <br />WS (Ibs/in) <br />44.8084 <br />H (in) <br />5 <br />W (in) <br />2.75 <br />D (in) <br />1.75 <br />d (in) <br />1.625 <br />t (in) <br />0.0747 <br />Rout (in) <br />0.2241 <br />Pin (in) <br />0.1494 <br />Ag (inz) <br />1.0995 <br />IX (in') <br />3.3379 <br />SX (in3) <br />1.2742 <br />r,, (in) <br />1.7423 <br />h, (in) <br />1.2915 <br />Yb (in) <br />2.3805 <br />Fy (in) <br />55 <br />Fyo (in) <br />62.9192 <br />F (in) <br />65 <br />E (in) <br />29,500 <br />G (in) <br />11,300 <br />J (in) <br />2.7088 <br />N (in) <br />0.3 <br />Connection <br />Hannibal 4 Pins <br />F (k-in/rod) <br />370 <br />Approved I <br />A CE <br />Made by OneRack 8 <br />