Two Way Slab Design Spreadsheets to Eurocode 2
Two-way spanning slabs For rectangular slabs with standard edge conditions and subject to uniformly
distributed loads, normally the bending moments are obtained using tabulated coefhcients Suchcoefficients are
provided later in this sections
Main reinforcement for two way slabs designs in both directions.
This situation happen when slab were supported at all four span sides and
ratio long per short span less or equivalent to two. Bending moment and shear
force for two way slab depends on ratio ly/ lx and extension between his slab
and supporter whether easily supported or constrained_Two way simply supported slab
have a panel and easily supported in edge and panel can lift upward when moment acting on
it, slab is supported by beam steel or extension between slab and non monolithic beam.
Moment only exist in center part of spans
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Two-way spanning slabs For rectangular slabs with standard edge conditions and subject to uniformly
distributed loads, normally the bending moments are obtained using tabulated coefhcients Suchcoefficients are
provided later in this sections
Main reinforcement for two way slabs designs in both directions.
This situation happen when slab were supported at all four span sides and
ratio long per short span less or equivalent to two. Bending moment and shear
force for two way slab depends on ratio ly/ lx and extension between his slab
and supporter whether easily supported or constrained_Two way simply supported slab
have a panel and easily supported in edge and panel can lift upward when moment acting on
it, slab is supported by beam steel or extension between slab and non monolithic beam.
Moment only exist in center part of spans
Download
*
