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Handling

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of

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hyperstatic

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moments

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The

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flexural

...

design

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check

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for

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prestressed-concrete

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box-girder

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bridge

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superstructures

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fully

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accounts

...

for

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secondary

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effects

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from

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prestress-tendon

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forces.

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Primary

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prestress

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forces

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are

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removed

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and

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demands

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automatically

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include

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secondary

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forces.

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Hyperstatic

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load

...

cases

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need

...

not

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be

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included

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in

...

design

...

combinations.

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Tendons

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must

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be

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modeled

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as

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elements

...

for

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the

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flexural

...

design

...

check.

...

Users

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should

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create

...

load

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combinations

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with

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prestress

...

loading.

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Primary

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forces

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are

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calculated

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through

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subtraction

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of

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tendon

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force

...

from

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demand.

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Additional

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concrete

...

forces

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are

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either

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secondary

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or

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imposed.

...

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