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  1. AraEng

    Large Vertical Cracks in Basement Wall

    I recently visited a single-family house with multiple wide cracks in the concrete basement wall. It's quite old and no reinforcement is visible. The client shared that they have minimal water intrusion through the cracks and I can see why that is. There's an 8-foot addition beyond the basement...
  2. AraEng

    Cost of design services per prepared drawing

    Hello friends, I have a question regarding cost of design services for typical industrial construction in US. Is there any rough number for the cost of design services based on number of drawings issued for construction? I personally don't like this approach at all, but I've been told that some...
  3. AraEng

    Metal culvert repair with reinforced concrete lining/pavement

    Thank you so much. This is exactly what I was looking for and couldn't find online. Volume I doesn't have appendix B which is detail procedures for each type of repair. Volume II is what I needed. However, I'm a little confused as to why FHWA is not clear on substitution of this document. It is...
  4. AraEng

    Metal culvert repair with reinforced concrete lining/pavement

    jrisebo: I'm trying to avoid that. MotorCity: The existing culvert is made of corrugated metal but has experience extensive damage at the bottom. DOT of California has provided proper literature and detail for repair of such damage to metal culverts. I've attached their sketch here. However, I...
  5. AraEng

    Metal culvert repair with reinforced concrete lining/pavement

    Hello, I'm trying to find documentation on the requirements for repair of metal culverts with concrete lining or pavement in the state of Maryland. Unfortunately, I can't seem to find any document that discusses the requirements or procedure. I've looked into regulations of other states and...
  6. AraEng

    Salary as a subcontractor employee

    Thanks everyone for your great inputs. I was not exposed these aspects of a contract.
  7. AraEng

    Allowable gap in between faying surfaces of snug-tightened joints

    We have an HSS beam with end-plate connections (no moments at the ends) that's field modified. As a result the modification, the beam is short and the faying surfaces of one of end-plate connections have 7/16" gap in between them. The contractor has not used any shims. Instead, they've tightened...
  8. AraEng

    Salary as a subcontractor employee

    Hi, I'm a structural engineer who's worked for a local firm in Washington DC area for the last year and a half. Soon after I was hired I was asked to work for another company as a subcontractor on a challenging project. Today, I accidentally found out that the company I work for charges the...

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