Hello,
In bridge model how to give different section properties along the length (i.e span section and supoort section )which has constant depth throughout.
Thanks
Hafeez
Iam designing 2 span continuos PSC box girder of 80 mt total length. Iam analyzing in the following sequence. Can anyone guide me whether procedure is right or i have to consider more factors.
1)Longitudinal anlysis by Elastic beam method using STAAD pro for calculating BM and SF.
2)Transverse...