@Eng16080
Thanks for the response. I never thought about working from the paper space viewport, that makes a lot more sense rather than switching between layer states in model space while working on a jumbled drawing covering multiple floors. Using no-plot layers for tracking point loads down...
Hello all, I know there is a Autocad forum but this one is more active. Let me know if I should move this post there.
Anyways, The firm I work at is small (6 engineers). I've been working here for a few years now and have been improving our Autocad library and methods of prepairing construction...
@phamENG Yeah it's kinda shocking how large they are. Pic doesn't do it justice from the angle but the spans are insane, longest i have or problably ever will see for a non-truss-like steel member. I don't blame them but I always think its funny how most people probably don't even blink an eye...
@Joel welding marks is actually a pretty good guess that's probably what it is. There is cross bracing but it doesn't align with the pattern.
Also just realized I said flange buckling when I meant web.... sigh, I'm taking my PE exam in a couple months, too.
I drive under this on my way to work every day and have always been curious about it. My boss told me, at the time this bridge was built, these were the deepest wide-flange girders in the world (or maybe it was just the U.S.?). At first, I thought it was just the bridge above me casting a wavy...
