Hello,
I have several questions about Bridge expansion joint/Steel Reinforced Elastomeric bearing design per AASHTO LRFD.
For the expansion joint design (Bridge total movement at expansion pier):
Q1. How do you consider the forces that contribute to movement?
For my case, I am...
Hello, I have several questions about a connection I am designing.
The building is a one story CMU (10m x 30m x 4.5m high) with steel roof trusses made from SHS Sections.
The steel trusses are modeled as simply supported, and the connection I am specifying is to weld the bottom truss chord to...