I’m used to using fillet stitch weld of floor plates to the beams 1" long every 12". One of these things that this is how we do it in the company, and no one ever questioned it.
Recently I noticed section in AWS 2.3.2.4 calling for minimum 1-1/2" for intermittent fillet welds.
Does anyone know...
Hello
Question come up in my company, what to do with original drawings that has been revised.
As a practice my company does not give wet stamped drawings to client, we always keep them in the office. When project is done we stamp IFC drawings with revision 0, make copies, scan drawings to pdf...
Hi
My company was asked to perform non-linear load analysis for transmission pole.
Does anyone know of any program that could handle this type of analysis?
Thanks
I have new question regarding Cp for roof in wind direction normal to ridge for 0 degree angle and for wind parallel to rige. (figure 6-6)
I have ratio h/L=0.87, values that are givien in the table are for h/L<0.5 or h/L>1. So Im in between and what now?
Is there a way for MathCAD to display numbers used in the equation?
I got my variables, my equation, but visually I want to check if the numbers I used are correct.
Hi all,
I was tasked with calculating temperature on the other side of fire wall if the fire breaks down. Normally Im doing structual calculations thats why I need some help. I have sample calculations and "heat transfer" by Mills.
I have 2 mobile facilities that are next to each other, about...
I have fabric building that I have to tie down to the foundation due to overturning.
Any idea which method to use to calculate wind load? Should I treat it as regular gable roof?
Hi
I have project where I have containment structure for a tank, which will have to hold liquid in case of spilling. I'm using masonry blocks. Wall is only 4ft tall, liquid level 2ft. structure is rectangular 31'x31'.
Can I apply design methods from ACI 350 and just use values for masonry?
