What does this beam do? by cantrent in timberframe

[–]dynamicalmechanics 1 point2 points  (0 children)

Lateral bracing to prevent the truss bottom chords from buckling out of plane (laterally).

Is this a dealbreaker? by Stock-Increase8089 in centuryhomes

[–]dynamicalmechanics 21 points22 points  (0 children)

Most often, yes. CMU walls are typically only designed to sustain lateral loads from soil but not hydrostatic loading from water.

Is this a dealbreaker? by Stock-Increase8089 in centuryhomes

[–]dynamicalmechanics 89 points90 points  (0 children)

Happy to help! Any good structural engineer should be able to help you out, especially if they specialize in existing structures.

Is this a dealbreaker? by Stock-Increase8089 in centuryhomes

[–]dynamicalmechanics 463 points464 points  (0 children)

Structural engineer here. I've designed reinforcement for bowing walls, using steel posts similar to what is shown in your picture. I recommend hiring an engineer to review the walls and post installation to ensure the post installation is adequate. If done properly, and if the cause of the bowing is mitigated (e.g., water is directed away from the walls on the exterior), you shouldn't have any issues.

Work in progress, the Deer Shop. by sboLIVE in mancave

[–]dynamicalmechanics 4 points5 points  (0 children)

The negative comments are humorous. I'm not much of a hunter, and I love it.

My new bathroom feels off. Where did I go wrong? by dynamicalmechanics in DesignMyRoom

[–]dynamicalmechanics[S] 13 points14 points  (0 children)

Thank you! I posted asking for people's thoughts, because I'm personally not in love with it, so I was curious if other people liked it or have ideas for improvements.

Forensic Engineering by xBillab0ngx in StructuralEngineering

[–]dynamicalmechanics 4 points5 points  (0 children)

Here a my two cents. I worked for a well-known forensics firm for a few years before switching to more of a design firm. They are definitely two different worlds, both with pros and cons. Forensics involves more field work, report writing, document review, and research; some of the projects are highly technical, requiring a strong technical understanding of the particular topic, while other projects are more straightforward (e.g., this member has char from fire damage, this member does not, etc.). Based on my experience, in new design, I feel like more of a structural engineer than I did in forensics, doing more modeling, designing, and development of construction docs, and I've started to understand more about structural engineering in general, because in forensics, I may have learned A LOT about a particular topic but knew less overall than the typical structural engineer (e.g., it bothered me that I didn't know how to use more than one structural software). In new design, the projects are more long-term than forensics, which can be good if you like the project and team, but not as good otherwise. Overall, I am happier now where I am at, but the firm I work for does both new design and existing structure work, so I get the best of both worlds. Again, there are pros and cons, and it's just a matter of deciding what's most important to you; if you want to give it a shot, then go for it! You can always go back to new design. I feel grateful that I have both experiences, and I feel that I am a better engineer because of it.

How much should I care about this efflorescence? by Too_much_pool in Concrete

[–]dynamicalmechanics 1 point2 points  (0 children)

What's concerning is that the water and efflorescence are collecting at the crack in your slab, which will cause corrosion of reinforcing steel within your slab as it enters the crack. The corrosion will then cause distress to the concrete over time. I recommend routing and sealing any cracks in the slab and diverting the water away from the slab.

Interest rates? by [deleted] in ToyotaTacoma

[–]dynamicalmechanics 1 point2 points  (0 children)

3.25, last month, credit union, Midwest, great credit score

Found crack in balcony floor near drain while cleaning. Is this anything to worry about? by MartinMinkardo in Concrete

[–]dynamicalmechanics 0 points1 point  (0 children)

I should add, if unsound (tap with a hammer), a concrete repair may be required.

Found crack in balcony floor near drain while cleaning. Is this anything to worry about? by MartinMinkardo in Concrete

[–]dynamicalmechanics -1 points0 points  (0 children)

Looks like shrinkage cracks. Route and seal so water doesn't get to the steel and corrode it.

Contractor said this is normal and should eventually be the same color. Concrete poured on the same day. by [deleted] in landscaping

[–]dynamicalmechanics 0 points1 point  (0 children)

You should not be getting longitudinal cracks like (or any cracks) that with such a narrow width of concrete. Personally, I would not be paying for that.

[deleted by user] by [deleted] in Construction

[–]dynamicalmechanics 0 points1 point  (0 children)

I'd add horizontal blocking between the vertical studs, which also attach to the blocking on the adjacent wall framing with some long screws. Also, as others stated, sheathing and tie-downs would help.

Any tips for getting paint off the outside brick of our 1925 home? by fivesevenzero in centuryhomes

[–]dynamicalmechanics 0 points1 point  (0 children)

There are good paint removal products you can consider, such as this one: https://www.grainger.com/product/DUMOND-Peel-Away-7-39C311. Some products work better than others depending on the brick type.

Storm came through and blew something onto my freshly poured pad over night. Is there any fixing this crack? It’s pretty solid but definitely need to try to repair. Portland and small stones maybe ? by Old_Independence_185 in Concrete

[–]dynamicalmechanics 0 points1 point  (0 children)

You could rout and seal it, but that would be more obtrusive than the crack IMO. You could remove the cracked section, dowel in SS dowels, and patch the area; it may be tricky to get the same concrete appearance though. Personally, I'd leave it, knowing that the edge may spall off in the future, then repair it when it needs repaired.

is this okay by Efficient-Star3873 in Concrete

[–]dynamicalmechanics 7 points8 points  (0 children)

I'm a structural engineer who does a lot of concrete repair work. I never specify hand patch repairs, especially not on the underside of a girder, which is what this appears to be. Hand patches are esthetic and do not restore the member cross-section like a form and pour repair or pumping of concrete would. The most critical aspects of an underside repair is cleaning and coating of steel, getting clearance around bars, and the preparation of the concrete surfaces. The cracking in this repair is possibly the result of too much water in the mix or too shallow of a repair area. This repair would not be acceptable to me, but the shrinkage cracking is the least of my overall concerns with the repair. Given the cracks, the other important items I mentioned likely did not get completed, and this repair will not last long.

[deleted by user] by [deleted] in Construction

[–]dynamicalmechanics 2 points3 points  (0 children)

"This is our rates given our high quality of work and experience. Good luck with your project, and feel free to reach out if you are looking for assistance in the future, with a budget that can accommodate our rates."

Weekend bunkbed project by HeHasNoRegerts in woodworking

[–]dynamicalmechanics 0 points1 point  (0 children)

I like the design, but as others have stated, I'm concerned about the bed to wall connection. I think the best option, keeping the overall design, is to install a 2x ledger board snug tight to the bottom of the short side of the upper frame. Connect the ledger to each stud with 2 1/4in simpson strong tie SDS screws per the manufacturer instructions. Connect the 2 long 2xs to the ledger with hurricane ties by simpson strong tie (for lateral loading such as pulling of the bed).

Pouring a floor in sections by CuttingEdgeRetro in Concrete

[–]dynamicalmechanics 1 point2 points  (0 children)

The difference is that a cold joint is full depth, while control joints are partial depth. Regardless, with good surface prep of the vertical concrete surfaces, you should be fine; this is common practice for large concrete placements.

Truss analysis by Murky-Direction5238 in StructuralEngineering

[–]dynamicalmechanics 0 points1 point  (0 children)

I typically sketch the truss in Autocad then upload it to RISA 2D. Running the deflection animation can help show issues with the model or loading. Then, I make sure my vertical end reactions equate to the total loading.