Cracked section in steel composite structure

Question:

How do I account for the cracked section properties over the pier in a two span steel composite bridge. i am not using the design function but need to reduce the section properties in the cracked regions to model the stiffness of the deck correctly.
Answer:

Hello ,

You can account for the cracked section properties by reducing the section stiffness. You can do this from Properties >> Section Manager >> Stiffness, or from Load >> Construction Stages >> Composite Section for Construction Stage if you are using construction Stages. You can find information on these functions and how to define the parameters in the Online Manual.

Section Manager:

Composite Section for Construction Stages:

Kind regards,
Technical Support Team
MIDAS UK

Creation date: 12/11/2018 3:52 PM (MIDAS_UK_IM)      Updated: 12/12/2018 2:22 AM (MIDAS_UK_IM)
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Cracked section - Stiffness scale factor in construction stage.pdf
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