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MC BASE PLATE AND ANCHOR BOLT DESIGN          

Result Summary                  
Base Plate Design         ratio = Label Label  
Anchor Bolt Design                  
Anchor Rod Embedment, Spacing and Edge Distance       Label  
Min Rquired Anchor Reinft. Development Length ratio = Label Label  
Overall         ratio = Label Label  
Seismic Design         Tension =   Label  
          Shear =   Label  

Design Code Reference                  
Anchor bolt and base plate design based on       Code Abbreviation
ACI 318-11 Building Code Requirements for Structural Concrete and Commentary Appendix D ACI 318-11
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   [kips] Vu   [kips] Mu   [kip-ft]
  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 = Label [in] tf = Label [in]    
  bf = Label [in] tw = Label [in]    
                     
   
                     
                   
Base plate width B = [in] Label          
Base plate depth N = [in] Label          
Base plate thickness tp = [in] Label          
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 =            
                  PIP STE05121
Outermost bolt line spacing s1 s1 = [in] Label       Page A -1 Table 1
Outermost bolt line spacing s2 s2 = [in] Label        
                   
 
                   
                PIP STE05121
Anchor bolt edge distance c1 c1 = [in] Label   Label   Page A -1 Table 1
Anchor bolt edge distance c2 c2 = [in] Label   Label    
Anchor bolt edge distance c3 c3 = [in] Label   Label    
Anchor bolt edge distance c4 c4 = [in] Label   Label    
                     
Anchor bolt material   =          
Anchor tensile strength futa = Label [ksi]          
Anchor bolt diameter da  = [in] Label          
Anchor bolt has sleeve   =            
Anchor bolt sleeve diameter ds = [in]         PIP STE05121
Anchor bolt sleeve height hs = [in]         Page A -1 Table 1
                   
Anchor bolt head type        
Anchor effective cross section area Ase = Label [in2]        
Anchor custom head bearing area Abrg = [in2]          
Anchor bolt head bearing area Abrg = [in2]
         
Anchor bolt embedment depth hef = [in] Label   Label   Page A -1 Table 1
Pedestal height ha = [in] Label   Label    
                   
 
                  ACI 318-11
To be considered effective for resisting anchor tension, vertical reinforcing bars shall be located RD.5.2.9
within 0.5hef from the outmost anchor's centerline  
Avg ver. bar center to anchor rod center distance dar = [in]  
No of ver. rebar effective to resist tensile anchors - LC2 & 3 nv-M =    
No of ver. rebar effective to resist tensile anchors - LC4 nv-T =    
Ver. rebar size No. = Label [in] dia single rebar area As = Label [in2]  
Ver. rebar top anchorage option        
                  ACI 318-11
To be considered effective for resisting anchor shear, hor. reinft shall be located RD.6.2.9
within min( 0.5c1, 0.3c2 ) from the outmost anchor's centerline min (0.5c1, 0.3c2) = Label [in]  
           
No of tie leg that are effective to resist anchor shear nleg =    
No of tie layer that are effective to resist anchor shear nlay =    
Hor. tie rebar size No. = Label [in] dia single rebar area As = Label [in2]  
For anchor reinft shear breakout strength calc    
                   
Rebar yield strength - ver. rebar fy-v = [ksi]        
Rebar yield strength - hor. rebar fy-h = [ksi]        
Concrete strength f'c = [ksi]    
Base plate yield strength Fy = [ksi]            
                     
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 =          
                 
Anchor bolt 1/8" (3mm) corrosion allowance =           ACI 318-11
Provide built-up grout pad ?   =           D.6.1.3
                  ACI 318-11
Seismic design category SDC >= C   =           D.3.3.1
Anchor bolt load E <= 0.2U Tensile =   Shear =   D.3.3.4.1 & D.3.3.5.1
Anchor bolt satisfies opion Tensile = Shear = Label
                   

CONCLUSION
                 
                                       
LC 1 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     Label
           Require hef >= 12da to waive conc. pryout check   Label
  ratio= Label Label    Anchor reinft development length ratio= Label   Label
               Overall ratio= Label   Label
               Seismic design   Tension=     Label
                      Shear=     Label
  View Detail Calc       View Detail Calc    
                                       
LC 2 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     Label
           Require hef >= 12da to waive conc. pryout check   Label
  ratio= Label Label    Anchor reinft development length ratio= Label   Label
               Overall ratio= Label   Label
               Seismic design   Tension=     Label
                      Shear=     Label
  View Detail Calc       View Detail Calc    
                                       
LC 3 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     Label
           Require hef >= 12da to waive conc. pryout check   Label
  ratio= Label Label    Anchor reinft development length ratio= Label   Label
               Overall ratio= Label   Label
               Seismic design   Tension=     Label
                      Shear=     Label
  View Detail Calc       View Detail Calc    
                                       
LC 4 Base Plate Design Anchor Bolt Design
             Anchor bolt spacing and edge distance     Label
           Require hef >= 12da to waive conc. pryout check   Label
  ratio= Label Label    Anchor reinft development length ratio= Label   Label
               Overall ratio= Label   Label
               Seismic design   Tension=     Label
                      Shear=     Label
  View Detail Calc       View Detail Calc    
                   

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