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Comment: Migrated to Confluence 4.0

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Spandrel

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reinforcement

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Within

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seismic

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spandrels,

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longitudinal

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and

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diagonal

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reinforcement

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are

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resolved

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independently.

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Formulation

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is

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described

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as

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follows:

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  • Longitudinal

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  • reinforcement

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  • is

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  • based

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  • on

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  • the

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  • flexural

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  • stresses

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  • that

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  • are

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  • resolved

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  • according

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  • to

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  • conventional

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  • beam

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  • conditions.

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  • These

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  • values

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  • are

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  • dependent

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  • upon

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  • section

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  • dimensions

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  • and

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  • moment

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  • demands.

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  • Diagonal

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  • reinforcement

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  • is

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  • determined

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  • through

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  • shear

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  • calculation,

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  • and

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  • reported

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  • in

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  • addition

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  • to

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  • orthogonal

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  • shear

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  • reinforcement

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  • only

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  • when

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  • spandrel

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  • length/depth

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  • is

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  • less

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  • than

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  • 4.0,

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  • as

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  • required

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  • by

...

  • code.

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  • Spandrels

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  • with

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  • small

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  • legth/depth

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  • ratio

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  • are

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  • typically

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  • governed

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  • by

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  • shear

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  • demand,

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  • rather

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  • than

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  • flexural.

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  • Additional

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  • information

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  • on

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  • spandrel

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  • shear

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  • design

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  • is

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  • available

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  • through

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  • Help

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  • Documentation

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  • >

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  • Shear

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  • wall

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  • design.

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