I was kind new to the jetty. Where i can find the code for lateral displacement top pile jetty design criteria.
U can't find it at BRITISH STANDARD BS 6349-2:1988.
Hello there
I usually design steel lug hanger using AISC or EN 1993-1-9_2006 EUROCODE 3.
I have checked that the eurocode or the aisc is sufficient for tension plane failure, single plane failure, double plane failure. The safety factor is sufficient
However when i checked it with 2D 6-dof...
Hi
We got the hauling bridge that may had tall abutment. The soil in near river was too soft, with rock bottom, and the extended length bridge will lay on the mudstone rock. I believe extending the bridge will give more confidence since the pier near river will be very high, with 18m soft soil...
Hi, I am not in US, but using AASHTO for design reference. I need friends for discussion, and your experience.
AASHTO LRFD said 3.10.9
a. Seismic analysis is not required for single-span bridges, regardless of seismic zone.
b. Connections between the bridge superstructure and the abutments...
Hi.
I am currently working for bridge design. For steel bridges truss, the client want to model each gusset connection in FEM. Just like I-35W Bridge Gusset Failure FEM.
They want to see the gusset plate stress, and the bolt stress. The load is static elastic for some case due vehicle load or...
