Hello all,
I'm tasked to design the section of an extruded 6061-T6 aluminum side mounting bracket which will accept a 2" square aluminum tube or bar post of a guard railing. The post will be thru-bolted to the bracket using up to two 3/4" diameter stainless steel threaded rods. I do New York...
Hi,
I've modeled a 1 story building according to the plans and given steel shapes,
It appears there is one problem area which has high deflection.
I've attached a screen shot showing the worst deflection, about 3.2"
After changing the beam section many times we've reduced it further but my...
Hi
I have a new job in which i need to model an old existing building that is being renovated and we will be using the existing cast iron columns and red brick walls.
Are these materials built into Etabs 2013? and if not how can I accurately model them accordingly?
Thanks
Hi,
What is the accepted compression strength of a Cast Iron column?
We have a job coming up that we need to attach our beams to old existing cast iron columns.
I need this information for modeling purposes. (Etabs)
Hi,
I'm aware of the standard required loading on handrails and guards of 200 lb concentrated load and 50 lb/ft uniform load applied horizontally and vertically, as well as the 50 psf load on any infill material.
But my boss inquired about what the increased ("Panic") load requirement is for...
Hi,
I'm being asked to research the code requirements and design loads for an underground parking structure. I believe it will either be in New Jersey or New York.
I also believe it will be 2 stories underground, i.e. 2 floor subsurface parking deck.
I know there are tons of them on every...
