Strip Footing

fc' = ksi    
fy = ksi    
β1 =      
Min steel ratio =      
Total service load = kip    
Total factored load = kip    
Foundation depth = ft    
Soil weight = lb/ft³    
qa = kip/ft²    
qe = kip/ft²    
Required area = ft²    
Longintudinal length = ft  
Transverse length = ft  
Area check =      
qu = kip/ft²    
Soil bearing check =      
Longest beam length = ft    
Cantilever beam length = ft    
Beam width = in    
Beam depth = in    
Strip beam        
Shear Force Design        
Max Vu = kip    
ФVc = kip    
       
       
Stirrup = mm    
  leg    
Stirrup spacing         
in    
in    
 S = in    
S = in    
Use stirrup spacing = in  
Flexural Design        
Max Mu = kip-ft    
       
Main steel = mm dia    
No of steel = Nos    
         
Footing Slab          
Footing slab thickness = in      
Check one way shear force           
ФVc = kip      
Vu = kip      
         
Flexural Steel          
 Mu = kip-ft      
Main steel = mm dia    
Spacing = in c/c      
Distribution steel = mm dia      
Spacing = in c/c  

  KSI Engineering Co.,Ltd.
  Developed by BTech Tin Ko Ko.