Axial Load Capacities for Single Plates Engineering Calculator

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Axial Load Capacities for Single Plates: Based on Gross Section Loaded Uniformly in Either Tension or Compression per AISC 9th Edition Manual (ASD)

 Axial Load Capacities for Single Plates Engineering Calculators Input: Fy = ksi Fy = yield stress Lc = in.?? Lc = unbraced length for compressive buckling K = K = effective length factor for compression Gross Uniform Tension Capacites for Single Plates (kips) Plate Ht., Plate Thickness, tp (in.) Hp (in.) Gross tension capacity of plate:? Rt = Ft*Ap where: Ft = 0.60*Fy? and? Ap = Hp*tp Gross Uniform Compression Capacites for Single Plates (kips) Plate Ht., Plate Thickness, tp (in.) Hp (in.) Compression (buckling) capacity of plate:? Rc = Fa*Ap where: Ap = Hp*tp r = tp/(SQRT(12))? (radius of gyration for minor axis of plate) KL/r = K*Lc/r? (slenderness ratio) Cc = SQRT(2*p2*29000/Fy) If? KL/r <= Cc? then? Fa = (1-(K*Lc/r )2/(2*Cc2))*Fy/(5/3+3*(K*Lc/r)/(8*Cc)-(K*Lc/r)^3/(8*Cc^3)) If? KL/r > Cc??? then? Fa = 12*p2*29000/(23*(K*Lc/r)2)  © Copyright 2000 - 2019, by Engineers Edge, LLC www.engineersedge.com
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