I know this have been done many times, constructing/trenching diaphragm wall just beside existing foundations. But I cannot get my head around how is the temporary condition being supported?
When trenching besiding the foundation and filling the trench with slurry, and existing foundation gets...
I know this have been done many times, constructing/trenching diaphragm wall just beside existing foundations. But I cannot get my head around how is the temporary condition being supported?
When trenching besiding the foundation and filling the trench with slurry, and existing foundation gets...
Thanks nineninenine, thats what I'm looking for. So the lateral system still has to be sized and designed for, even in the omitted zone of the stairs and lift shafts.
Thanks for the replies.
Yes, being on the west coast and practicing here seismic and wind is a must.
To clarify, the exams do not specify location for each question and only wind load information is given. The same exam is writen by everyone throughout the world every year. That's why I...
Hi,
I'm hoping to sit the next exam and starting to prep for it. One of many things I'm not sure is the level of detail for lateral design. Being on the west coast seismic mostly governs, I would assume the exam only requires wind for lateral since that's the only information given?
Also, in...
