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MC BASE PLATE AND ANCHOR BOLT DESIGN          
Result Summary                  
Base Plate Design         ratio = 0.74 OK  
Anchor Bolt Design                  
Anchor Rod Embedment, Spacing and Edge Distance       OK  
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] Mu   [kN-m]
  LC1 Factored
Axial Compression		 Pu = Vu =  
  LC2 Factored
Axial Compression +
Moment		 Pu = Vu = Mu =
  LC3 Factored
Axial Compression +
Moment		 Pu = Vu = Mu =
  LC4 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 width B = [mm] 510 mm          
Base plate depth N = [mm] 510 mm          
Base plate thickness tp = [mm] 45 mm          
Suggested plate thickness for rigidity:
tp = max. of m/4  and  n/4		 =              
                     
No of bolt line for resisting moment =            
No of bolt along outermost bolt line =            
No of bolt along side edge nbd =              
                  PIP STE05121
Outermost bolt line spacing s1 s1 = [mm] 410 mm       Page A -1 Table 1
Outermost bolt line spacing s2 s2 = [mm] 410 mm        
                   
 
                   
                PIP STE05121
Anchor bolt edge distance c1 c1 = [mm] 152 mm   OK   Page A -1 Table 1
Anchor bolt edge distance c2 c2 = [mm] 152 mm   OK    
Anchor bolt edge distance c3 c3 = [mm] 152 mm   OK    
Anchor bolt edge distance c4 c4 = [mm] 152 mm   OK    
                     
Anchor bolt material   =          
Anchor tensile strength futa = 399.9 [MPa]          
Anchor bolt diameter da  = [mm] max dia=1.50 in          
Anchor bolt has sleeve   =            
                   
Anchor bolt head type        
Anchor effective cross section area Ase = 910 [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   OK   D.6.2.3
Anchor bolt adjusted hef for design hef = [mm] 457 mm   OK   D.6.2.3
Pedestal height ha = [mm] 534 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 =          
                 
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= 0.74 OK    Overall ratio= 0.39   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     OK
  ratio= 0.60 OK    Overall ratio= 0.61   OK
               Seismic design   Tension=     OK
                      Shear=     OK
  View Detail Calc       View Detail Calc    
                                       
LC 3 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     OK
  ratio= 0.31 OK    Overall ratio= 0.77   OK
               Seismic design   Tension=     OK
                      Shear=     OK
  View Detail Calc       View Detail Calc    
                                       
LC 4 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     OK
  ratio= 0.22 OK    Overall ratio= 0.97   OK
               Seismic design   Tension=     OK
                      Shear=     OK
  View Detail Calc       View Detail Calc    
                   

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