Rana Bilal Ilyas
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Hello Engineers, I am recently working on Cable Stayed Bridge Design & using CSI Bridge For this Design Exercise. I am facing Load Optimization problem for this Bridge Model. After Load Optimization, Deflection target Value is not achieved . I am attaching CSI Bridge Models files in attachments NSB Model 5 Dec 2017.zip. Your Suggestions will be highly appreciated. Thanks Engr. Rana Bilal NSB Model 5 Dec 2017.zip