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Watch and learn "Truss analysis using SAP2000 "
Thank you for this vedio..❤
why top chord and bottom chord moment are releases.Since it is tubular structures and in site it will be mostly welded.So moment will be generated to the frame elements due to welding.
Its a truss if there be moments then it would b a girder . The steel connection is pin hence designed as such
Hi, can you explain me difference between she'll and plate.?Mainly two plate theory.
ruclips.net/video/pJz2a3lj-Mw/видео.htmlHere you go
why we not applied wind load for truss?
Because its hollow doesnt stand much hindering wind's path
See channel for the video of difference between shell and membrane
Watch and learn "Truss analysis using SAP2000 "
Thank you for this vedio..❤
why top chord and bottom chord moment are releases.Since it is tubular structures and in site it will be mostly welded.
So moment will be generated to the frame elements due to welding.
Its a truss if there be moments then it would b a girder . The steel connection is pin hence designed as such
Hi, can you explain me difference between she'll and plate.?
Mainly two plate theory.
ruclips.net/video/pJz2a3lj-Mw/видео.html
Here you go
why we not applied wind load for truss?
Because its hollow doesnt stand much hindering wind's path
See channel for the video of difference between shell and membrane