Hi, I have a single angle knee bracing attached to the column gusset plate with bolts under single shear. Almost all the design examples are dealing with gusset plates with double angles or at least bolts under double shear. My question is, since there is an offset between the gusset plate and...
Hi guys,
I have a question about the design response Spectrum of IBC2006/ASCE7-2005.
In ASCE7-2005, Section 11.4.5, the design response spectrum is developed based on Sd,Ss,S1,T, etc. In this spectrum, the reduction factor R is not included which means the design response spectrum does not...
Hi Guys
I got a wierd question from our customer that where in the code of AISC that actually ALLOWES built-up shapes in the structure. In my case, the built-up shape is column and beam that welded from plates.(similar to plate girder).
Anyone knows where I can find a statement that I can use...
Hi,
I have a question about wind load determination of stairtower based on Euro code.
Euro code 1-4, 7.11, Lattice structure.
is a 5 story, 3m(width)x3m(depth)x15(hight) with X bracing a lattice structure?
Thanks
Hi is there anyone familiar the design of Prying Action for structures, say Bolts, in EC3?
It looks like they don't individually seperate the prying action for bolts as AISC Design.
I don't have the annex (annex J) for EC3 yet. is there a way to by bass the annex J and design the bolts prying...
