Thank you,
Definitely agree about the vertical weld along the web will be able to resist the bending. Will have to look up cold form welding for weld sizes etc.
Hi all,
Quite frequently there have been times where brick veneer support is missed and we are having to use the existing cold form exterior studs to fasten an angle to, to pick up brick veneer.
Couple questions based on this condition is
Through bolts to go through only 1 flange or extend...
Thank you SlideRuleEra, that is a good idea, so you would load the top plate to hold the brick above, and do an in-fill from bot arch plate to top plate.
I will see if this can be done, but the $$ is always the driving factor for these light residential construction jobs. Possibly I could run...
thank you Jae, your input is much appreciated. I will consider how to hang the angle as well and yes, lateral torsional buckling is the other factor needing to be considered.
Hi everyone,
I was asked by the architect to design a 13.5 ft steel angle lintel to carry brick loading with an arch height of 1.5 ft above horizontal (see picture above). I took 37psf brick loading and calculated the centroidal point load of the distributed brick loading and placed it at the...
Hello all,
I am new to this site and have A LOT of questions that run through my mind as an E.I.T.
1) A column that is segmented and bolted with end plates per column end (see picture 1 below), doesn't this develop a hinge condition? And, would this be considered Structurally Unstable? Or do...
