PGSplice haunch

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PGSplice haunch


I would like to learn why pgsplice users cannot use assumed excess camber and haunch? If i can how? I checked on project criteria but still i couldnt use.

I need to use i girder(with haunch) on piers to reduce tension for post tensioning.

Thanks for your help.

Rick Brice
PGSplice Haunch

This option is not yet available because it is not a requirement for WSDOT and development of this capability has not yet been funded. Since this is an open source program, we are open to someone funding and/or developing this capability.

In the meantime, as with PGSuper prior to adding the assumed excess camber feature, you can add a user defined load that negates some of the haunch dead load.

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