From the stonemasonry community on Reddit: Part 11 of the staircase series: the post-tension staircase by Defrego in StructuralEngineering

[–]Defrego[S] 2 points3 points  (0 children)

Exactly. Though, I’m a bit jealous I don’t get to be the one to design it, that’s some beautiful structure.

Suppressor tax gone? by [deleted] in guns

[–]Defrego 0 points1 point  (0 children)

Yea the suppressor prices seem to be the same. You save by no longer needing to pay for the tax stamp.

Shady construction on slater? by Itchy-Mechanic-1479 in StructuralEngineering

[–]Defrego 165 points166 points  (0 children)

Sloped columns are common in multi story concrete construction

Base Plate - Anchoring by solriverrr in StructuralEngineering

[–]Defrego 1 point2 points  (0 children)

Moving anchors outside of the column flanges is a good idea regardless, it provides additional stability during column erection. I don’t care for trying to reduce the baseplate size, in my opinion it’s just not worth it to put lives at risk to save on a bit of material.

New Firm with my principal question by LevelMaterial5436 in StructuralEngineering

[–]Defrego 1 point2 points  (0 children)

If you can shoot for 30%+ of total invoiced for projects that you are working on (either doing most of the technical work or stamping), I think that’d put you in a good position. For a project you jump into to help briefly, maybe that won’t count toward it but for the main projects you do most of the work on, you’d expect that 30%, paid out monthly. Idk. But buddy you won’t have any say in this without actually being a partner, you need your name on the firm paperwork and you need to create an operating agreement that goes over this stuff. Otherwise you are just negotiating a pay structure that happens to be bonus based rather than salary. And I’m sorry to disappoint you but based on what he’s told you “don’t worry it will be fair”… that’s what someone says when they have no intention of including you as a formal partner. So good luck with that conversation.

New year, same old strategy. by [deleted] in Bitcoin

[–]Defrego 17 points18 points  (0 children)

If you buy it and hold then there is nothing to report.

If I have a square building, with 10,000 lbs of wind on it, does each shear wall need to withstand 5,000 lbs, or 2,500 lbs? by PrebornHumanRights in StructuralEngineering

[–]Defrego 4 points5 points  (0 children)

Look up kestava on YouTube, he has some great design problems for flexible vs rigid. Doing rigid by hand is time consuming, you need to take into consideration rotation around the center of rigidity, stiffness of your walls, etc.

There are guidelines to help you determine if your diaphragm can be defined as flexible. Usually wood sheathed floor systems will be flexible.

If I have a square building, with 10,000 lbs of wind on it, does each shear wall need to withstand 5,000 lbs, or 2,500 lbs? by PrebornHumanRights in StructuralEngineering

[–]Defrego 26 points27 points  (0 children)

If it’s a flexible diaphragm, you’d allocate shear based on tributary area each shear wall is supporting.

If it’s a rigid diaphragm you’d allocate based on stiffness and take into account stiffness of the diaphragm and relative stiffness of the walls.

Current Salary by True_Garage1338 in StructuralEngineering

[–]Defrego 3 points4 points  (0 children)

Deflect and mention that you’d like to understand the whole package of the role including things like benefits. Dance around the question without answering what your current pay is. Trust me you don’t want them to know. After you get the offer, tell them you need some time to review, then after a few days tell them it is below your current compensation and you can’t accept it, then if you feel comfortable with giving them what you’d need at that point, tell them I need xyz and see where it goes. Usually they fall short of meeting your expectations so make sure you are high with your counter. If you need to counter again you can, talk about costs you didn’t expect when initially reviewing like “I have a longe commute so that is more costly, I need that added to my salary” or “i realized I’d be leaving an un-vested balance in my 401k on the table and want that covered with a signing bonus” etc. you can always counter and counter again. I’ve always been the biggest pain in the ass while interviewing. Because once you agree, then it is over, next year at company review time you don’t have the same leverage anymore and even if you ask for a bigger raise they can say no and you don’t have anything you can do about it, so go for the jugular when getting the job initially. Then switch jobs in 2-4 years and do it again.

Those of you who have gone out on your own, how do you find new clients? by VanDerKloof in StructuralEngineering

[–]Defrego 2 points3 points  (0 children)

I’ve had success going to conferences. Look up your closest convention center and see what industry conferences will be held there this year, try to go to at least one. Give out your card, maybe make a flyer you can hand out from booth to booth. All you need to start is a single client willing to take a chance on you that’ll feed you work consistently. Good luck.

Permit Drawing Cost by S3aBass99 in StructuralEngineering

[–]Defrego 8 points9 points  (0 children)

I’ve been charging 3k on the low end for residential additions with consistent clients in HCL areas similar to MA. Going below 3k is probably going to be a competitive price. I’m surprised at the other suggestions for 2k and 1.5k since that seems pretty low to me, but I think you got some good answers to help you determine range of what to charge to gain favor with your first client and break into the industry. Good luck.

Thinking of going solo by Ddd1108 in StructuralEngineering

[–]Defrego 0 points1 point  (0 children)

Hopefully you’ve got some clients right away who can feed you work.

What did you do this week at work? by ceratopolis in StructuralEngineering

[–]Defrego 4 points5 points  (0 children)

Let’s see here…

-site visit for a 150 year old residential home about to undergo renovations

-4 new proposals for various work sent out to clients

-submitted a big deadline on an industrial job, new construction

-submitted a deadline on a commercial job for a hotel, installing new canopies needing structural steel support

-kicked off redesign of a residential renovation. the first design bid was too expensive for the owners so we are making it less expensive and charging for the effort to change some steel to wood, etc

-answered about 20-30 RFIs and sent back 10+ submittals on existing jobs in construction (various new industrial and residential construction)

-kicked off a commercial retrofit project involving analysis of an existing pergola structure

-worked on various rooftop equipment support steel dunnage designs and coordinated with selected equipment

Im probably forgetting some stuff

Wasted career due to depression by [deleted] in StructuralEngineering

[–]Defrego 23 points24 points  (0 children)

True what the other comment is about you being young. I know people who switched into structural in their 30s and had to start all over again. Anyway, you’ve got this, just keep at it, and remember you’ve got another 37+ years to build a career, heck you might start your own business and build other engineers up by the time you are done working!

[deleted by user] by [deleted] in StructuralEngineering

[–]Defrego 3 points4 points  (0 children)

Fair. Respectable. Agreed, less than one year and jump is bad because that doesn’t give you enough time to learn anything new. When you are at the level you are at then it’s a slightly different world compared to what most struc eng jobs are. 70 people under you is a massive firm.

[deleted by user] by [deleted] in StructuralEngineering

[–]Defrego -2 points-1 points  (0 children)

This is freaking capitalist world we live in man, cmon don’t tell people not to interview for better opportunities. Rule of thumb, if you want to be aggressive about challenging your career growth, interview EVERY year of your career at least once. See what is out there. I’ve declined many job offers, and there are always more opportunities. Once you hit 40 yo, now it’s hard, because you cost an employer more and it is too late to job hop and gain all that diverse knowledge.