Hello,
I am studying for the April SE. I have a question on the calculation of the horizontal pressure due to a uniformly distributed load.
Using AASHTO section 3.11.6.2 and EM 1110-2-2502 return very different values, please see attachment.
If X1 is 4 ft, X2 is 14 ft and z is 4 ft with a p...
Hi Everyone,
I am looking for a notched wide flange beam seat at a steel girder design example. The beam seat depth must match the steel joist seat and a slotted steel plate is welded to the web to from the seat. Does anyone have a reference or example of this?
Thank you,
Steve