Search results for query: *

KootK, is there any design example discussing this type of connection? and you are right, the ecc.moment should be from the centroid.

Thanks Guys. For the single angle I can put an offset in STAAD Pro. to include the eccentricity so my question is also for the gusset plate. When we check the buckling capacity of gusset plate using the whitmore section and compression stubs, do we include the offset moment at all? I found...

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...

thanks guys I check both of them. and it's more conservative to be considered as a fully closed structure. it gives me a margin around 10% compared to consider the wind pressure individually. anyone of you familiar with Greece code? what is the definition of wind speed in Greece code? do you...

Thanks! I will not consider it a lattice structure.

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...