Hi all,
I have modeled a Steel Foot Bridge with Lattice Truss structure. I find all the members passing checks (* except few diagonal flats failing in Cl. 6.2.9.1 which is not necessary in this case, to be ignored.)
I will be doing Connection design manually.
My question is Do I still need to do a U-Frame analysis manually ? as is customary in BD or EU codes?
Please check my model which is attached herewith.
Regards
Mahesh
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