Parametric Variation In CSI Bridge

[@atiqurrahaman3962]

Nice videos... Keep making videos🙏

[@shahinamiri609]

Thanks

[@danieldabatyough2807]

Thanks for the tutorial. Please, How can one extract reactions from girders at the abutment and pier cap points?

[@shahinamiri609]

you're welcome,to achieve this goal ,you can use the display command as follows: Display>Superstructure forces /stresses

[@danieldabatyough2807]

@@shahinamiri609 Thanks for the prompt reply. I have seen the moments and shear forces but not the girder reaction forces, like how it"s shown in staad pro. I want to use the reaction forces from the girders to design my abutments and piers. How can I do this, please?

[@PranavProduction]

How to set cross girders and diaphragm parallel to skewed abutment

[@shahinamiri609]

In bridge object menu (csi birdge) in abutment section and pier section for skew angle you have to apply Intended degree in abutment direction section for respectively in end and start tab, for pier in bent direction section and finally if you want to perform skew angle for diaphragm you have to apply this angle in span cross diaphragm section from bridge object part you have to replace your degree in bearing section For skew angle I produdced a tutorial before, you can follow below link 20civil.ir/apply-skew-angle-in-csi-bridge-software/

[@atiqurrahaman3962]

How you can model pier column like that? Please give tutorial. Thx

[@shahinamiri609]

You have to define two section with different dimensions and after that you should use nonprismatic section If you can wait.,I'll make some tutorial about pier modeling like this.

[@atiqurrahaman3962]

@@shahinamiri609 of course. I truly appreciate. Thankyou very much