One Way Slab

fc' =   ksi
fy =   ksi
Min steel ratio =    
Effective Span =   ft
Case =    
Min slab thickness =   in
Assume slab thickness h =   in
cover =   in
d =   in
Own weigh =   psf
Finish/other dead load =   psf
Live load =   psf
Rain load =   psf
Dead load factor =    
Max moment =   lb-ft
Max shear force =   lb
Main Steel    
Rebar diameter =   mm
Spacing =   in
     
Distribution Steel    
Rebar diameter =   mm
Spacing =   in
Chear shear force    
Shear force strength =   lb
Check     
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