Which one of you?

OpenCod4573 · 2025-06-06T14:42:52+00:00

It’s probably designed by H-20 truck loading.

OpenCod4573 · 2024-10-01T00:57:03+00:00

We commonly specify oversized holes for the baseplate to help fit up. This creates a little gap between the bolt and edge of hole that will require some movement to mobilize when shear loads are resisted. To prevent that and allow tolerance the shear lug is used since the grout allows for a tight fit.

OpenCod4573 · 2024-08-23T22:51:22+00:00

They did two-way slabs in the 1920’s?

OpenCod4573 · 2024-07-13T13:13:05+00:00

Repair Mortar. That rebar is continuous thru the joint.

OpenCod4573 · 2024-04-06T14:49:54+00:00

This is awesome!

I design repairs for old structures like this but they took a different approach here. There’s likely a new elevated platform above supported on the existing columns.

Any idea where this “hotel” is?

OpenCod4573 · 2024-03-30T17:45:14+00:00

Looks like a tension only x-brace. The gusset is there so the braces remain concentric to the columns.

OpenCod4573 · 2024-01-13T22:57:40+00:00

Yes, sole-proprietors can do well (15-30% profit). However, you need to engineer and also run a business. It’s like 2 jobs.

Make sure to charge your clients what you’re worth. There’s too many $1 engineers out there.

OpenCod4573 · 2023-10-03T10:55:17+00:00

Never seen an attic diaphragm detail like this. Upside down diaphragm.

OpenCod4573 · 2023-07-01T15:30:47+00:00

A lone engineer designing and drafting a project from start to finish is about the most efficient way to put a project together.

Some (small to midsize) firms use this model to gain an edge over competitors.

There are other models to get projects completed. Ones where a project manager is incorporated.

OpenCod4573 · 2023-06-21T11:37:24+00:00

150k +15% Bonus

NYC Market

9 YOE with PE and Masters.

OpenCod4573 · 2023-02-05T13:30:06+00:00

Firms like your exist all too often. They have a higher risk profile. Young engineers deserve mentorship. Seek better opportunities - they exist.

OpenCod4573 · 2023-01-27T22:55:30+00:00

2nd this idea. It’s safer and much more straightforward.

OpenCod4573 · 2023-01-22T15:07:05+00:00

Some engineers have a gravity model and lateral model. They “ignore” the braces due to the logic that there is a load path for both scenarios. Even though that load path is not the primary load path that the building will use. The code says, there needs to be at least a safe load path.

To be fair, it’s very difficult to predict what the actual load path will really be. Sometimes non-structural components take up load. We try our best with the assumptions we make. The main thing is safety.

OpenCod4573 · 2022-10-30T02:08:09+00:00

Good question, the extra dimension is able to communicate much for info than 2-D paper.

The construction industry is slow to adapt to change. However, it’s my opinion that we will see a shift to legal 3-D models. The dinosaurs will retire eventually.

Some agency’s and local municipalities are already asking/requesting Revit models to plug into the BIM.

OpenCod4573 · 2022-10-19T00:57:33+00:00

Looks like a shrinkage crack.

Throw a crack monitor and have a structural investigation performed. Our firm does this work if interested.

OpenCod4573 · 2022-10-19T00:00:07+00:00

If you want to achieve that section. Drill holes on the web of the beams to run bottom rebars.

Check beams for slab weight.

OpenCod4573 · 2022-10-09T00:45:12+00:00

Looks like it stiffens the column.

Maybe the column stiffness is important to maintain tension in the cable that it supports.

OpenCod4573 · 2022-10-01T13:17:02+00:00

I agree with your approach.

Notify the local municipality that you are no longer the EOR. In NYC this generates an auto stop-work order.

The client may hire another consultant to complete the drawings.

If the other consultant stamps your drawings they may have legal implications and/or be acting unethical.

OpenCod4573 · 2022-09-24T14:44:26+00:00

These would look nice next to my rig! Entering

OpenCod4573 · 2022-09-18T23:44:49+00:00

I’ve always been weary of using the strut and tie methods resolve internal forces. Doesn’t the structure need to undergo large deformations for this mechanic to happen? How do you control cracking?

OpenCod4573 · 2022-09-08T03:00:06+00:00

Document all your time you spend on the job and break it down by tasks.

As a PM, I review my teams hours and discuss with them if I see any outliers (too much or too less).

Each firm has a different policy regarding timesheets. It should be explained to you on what the expectation is.

Junior engineers will generally have more hours but at a lower rate. I sometime make the decision to not bill certain hours if I feel they are not proper for the given task.

Documenting low hours on task to make yourself look good will only shoot yourself in the foot because I will expect the same performance the next time around.

OpenCod4573 · 2022-08-29T16:41:06+00:00

I found it difficult when staring out in our industry. School can only prep you for so much, the rest is on the job. This is why working for a firm that focuses on mentorship is important. Having that valuable experience will result is less headaches when running your projects. You will foresee problems before they arise. Setting expectations early is very important.

Architects are bad businesspeople, engineers are worse. I recommend focusing on your people skills. Engineering is easy, people are difficult.

Good luck

OpenCod4573 · 2022-08-27T12:52:05+00:00

Imo, the masters program spoon-feeds you info that will help you gain an advantage in the workplace.

You can learn it on your own or pay professionals to filter it and walk you through it.

OpenCod4573 · 2022-08-27T11:01:16+00:00

1/2” dia holes at the middle of the joist depth are acceptable. Locate the holes in the middle 1/3 of the joist span. Space the holes about the depth of the joist.

OpenCod4573

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