Your question is too broad are you looking to bolt your stair to concrete? how big is the stair? what type of importance factor you need to apply(is it a school or an industrial stair)? is it an indoor stair? once you answer this questions and others you can go and check a catalog from Hilti for...
I agree with you that the weakest point on the wall is at the center line. By the way yes I still have 13/16" to accomodate a two sided 1/4" fillet weld.
Thanks Connectegr!!
Rafael Maldonado
Steel Connection Design
Hi, I forgot to include a picture of the above described situation
Rafael Maldonado
Steel Connection Designhttp://files.engineering.com/getfile.aspx?folder=88d982f4-beaa-4b54-88e3-b25e3cb030ac&file=eng-tips-question-hss.pdf
Hi guys and girls,
I have a 4x4x1/4 HSS column with a C10x15.3 seated on top of it by means of a 1/2" thk cap plate. The cap plate needs to overhang about 8" to one side of the column.
Since I'm concerned that due to the long overhang the cap plate is acting like a flexural member.I want to...