If I have to model the concrete stack by plate elements both by SAP2000 and STADD and wonder that normally the softwares will report the forces, stress and strain in each nodes. If we want to find the total forces in each cross horizontal cross sections of that circular hollow concrete wall in...
Dear All (WArose,dhengr,Hotrod10, Bridgebuster, Motorcity)
Thank you for your sharing and advice
The reason that have to do this profile is that it has the available limit distance for the approach and we need the clearance height under the bridge. It is still concern us such as;
- What is...
Is there any reasons or Pro &con for design of bridge span not flat?
In case I have to design the elevated like a frame bridge below?
What shall I consider and what shall the dynamic impact factor used?
Sorry for not a nice sketch
Thanks for sharing
