Two Way Slab
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Data
Data
Design
fc' =
ksi
fy =
ksi
Min steel ratio =
Shorter span =
ft
Longer span =
ft
Min slab thickness =
in
Slab thickness h =
in
cover =
in
Own weigh =
psf
Finish/other dead load =
psf
Live load =
psf
Rain load =
psf
Dead load factor =
m =
Case
=
Flexural Steel
Max M
u
=
lb-ft
Main Steel
Main steel =
mm dia
Spacing =
in c/c
Check shear force
Max V
u
=
lb
ФV
c
=
lb
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