One Way Slab
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Data
Data
Design
fc' =
ksi
fy =
ksi
Min steel ratio =
Effective Span =
ft
Case =
simply supported
one end continuous
both end continuous
cantilever
Min slab thickness =
in
Assume slab thickness h =
in
cover =
in
d =
in
Own weigh =
lb/ft
2
Finish/other dead load =
lb/ft
2
Live load =
lb/ft
2
Rain load =
lb/ft
2
Dead load factor =
Flexural Steel
Max M
u
=
lb-ft
Main Steel
Main steel =
mm dia
Spacing =
in c/c
Distribution Steel
Distribution steel =
mm dia
Spacing =
in c/c
Check shear force
Max V
u
=
lb
ФV
c
=
lb
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