Hey everyone,
We have a pretty odd situation coming up and wanted to get a few ideas of how to go about it.
We're excavating under an existing column and footer to reinforce it so it take the new loads of the renovations.
Columns have a 290k DL and 80k LL but we're able to take the LL out and...
Hey everyone.
I've been working on a few projects recently and we've been wondering about designing corner struts and transferring forces properly. Everything I can find in literature, lectures, and design guides only talks about struts that are only in compressive forces with a wall directly...
Hi everyone,
Recently we've had quite a few wedge plates failing when testing our tiebacks (both 25/35 deg). It seems like they're failing due to lateral loading, we're thinking either the piles are misaligned or the tiebacks weren't drilled straight back causing some unintended loading.
We...
Hi everyone,
I've started this year designing ERS systems and I'm getting a little confused when it comes to the welding and connections of waler beams.
Weld checks I'm doing seem deceptively easy and I'm wondering if it really is all that it is, most examples I'm finding for welding are for...
