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PIN BASE PLATE AND ANCHOR BOLT DESIGN          
Result Summary                  
Base Plate Design         ratio = 0.55 OK  
Anchor Bolt Design                  
Anchor Rod Embedment, Spacing and Edge Distance       Warn  
Overall         ratio = 0.97 OK  
Seismic Design         Tension =   OK  
          Shear =   OK  
Design Code Reference                  
Anchor bolt and base plate design based on       Code Abbreviation
CSA A23.3-14  Design of Concrete Structures Appendix D CSA A23.3-14
PIP STE05121 Anchor Bolt Design Guide-2006 PIP STE05121
AISC Design Guide 1: Base Plate and Anchor Rod Design 2nd Edition AISC Design Guide 1
Column Load Data                    
 
  Load Cases Pu or Tu   [kN] Vu   [kN]
  LC1 Factored
Axial Compression		 Pu = Vu =
  LC2 Factored
Axial Tensile		 Tu = Vu =

 
Base Plate & Anchor Bolt Data              
Column section type   =          
Column section size   =          
Column section properties d = 308.0 [mm] tf = 15.4 [mm]    
  bf = 305.0 [mm] tw = 9.9 [mm]    
Base plate anchor bolt pattern   =          
   
                   
Base plate width B = [mm] 350 mm          
Base plate depth N = [mm] 350 mm          
Base plate thickness tp = [mm] 26 mm          
Suggested plate thickness for rigidity:
tp = max. of m/4  and  n/4		 =              
 
                  PIP STE05121
Outermost bolt line spacing s1 s1 = [mm] 150 mm       Page A -1 Table 1
Outermost bolt line spacing s2 s2 = [mm] 150 mm        
                PIP STE05121
Anchor bolt edge distance c1 c1 = [mm] 114 mm   OK   Page A -1 Table 1
Anchor bolt edge distance c2 c2 = [mm] 114 mm   OK    
Anchor bolt edge distance c3 c3 = [mm] 114 mm   OK    
Anchor bolt edge distance c4 c4 = [mm] 114 mm   OK    
                     
Anchor bolt material   =          
Anchor tensile strength futa = 399.9 [MPa]          
Anchor bolt diameter da  = [mm] max dia=1.00 in          
Anchor bolt has sleeve   =            
                   
Anchor bolt head type        
Anchor effective cross section area Ase = 391 [mm2]        
Anchor bolt head bearing area Abrg = [mm2]
         
Anchor bolt embedment depth hef = [mm]         CSA A23.3-14
ci ≥ 1.5hef for at least two edges to avoid reducing of hef when Nu > 0   Warn   D.6.2.3
Anchor bolt adjusted hef for design hef = [mm] 305 mm   Warn   D.6.2.3
Pedestal height ha = [mm] 386 mm   OK    
                   
 
                   
For conc shear breakout check use                  
Number of anchor at bolt line 1 n1 =            
Number of anchor at bolt line 2 n2 =            
                     
Total no of anchor bolt n =          
No of anchor bolt carrying shear ns =          
No of anchor bolt along width edge nbw =          
No of anchor bolt along depth edge nbd =          
                 
Oversized holes in base plate ?   =            
Concrete strength f'c = [MPa]    
Base plate yield strength Fy = [MPa]            
Supplementary reinforcement                 CSA A23.3-14
        For tension   = Condition A       D.5.3 c)
        For shear Yc,v = Condition A       D.7.2.7
                 
Concrete cracking   =         D.6.2.6, D.6.3.6, D.7.2.7
Anchor bolt 1/8" (3mm) corrosion allowance =           CSA A23.3-14
Provide built-up grout pad ?   =           D.7.1.3
                   
Seismic design IEFaSa(0.2) ≥0.35   =           D.4.3.3
Anchor bolt load E <= 0.2U Tensile =   Shear =   D.4.3.5.1 & D.4.3.6.1
Anchor bolt satisfies opion Tensile = Shear = D.4.3.5.3 & D.4.3.6.3
                   
CONCLUSION
                 
                                       
LC 1 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     OK
  ratio= 0.55 OK    Overall ratio= 0.60   OK
               Seismic design   Tension=     OK
                      Shear=     OK
  View Detail Calc       View Detail Calc    
                                       
LC 2 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     Warn
  ratio= 0.48 OK    Overall ratio= 0.97   OK
               Seismic design   Tension=     OK
                      Shear=     OK
  View Detail Calc       View Detail Calc    
                   

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