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)      
                     

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