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Hamilton Structural Engineering, PLLC

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Mr. Peter Hamilton, P.E., M.ASCE

Hamilton Structural Engineering, PLLC

Contributions

1 to 3 of 3 total

RE: Allowable deflection of brick veneer

Posted By Peter Hamilton 06-26-2017 09:46 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hello, Gary. I think it would be job dependent. If you're looking at a flexible wood foundation (historic restoration, perhaps), then absolutely. If you're looking at typical, continuous concrete footings I don't think it would as important. Consider this article from Structure Magazine: Design of Shelf ...

RE: Concrete T-Joints- Dowel Orientation

Posted By Peter Hamilton 05-11-2017 09:44 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
John, For the image you attached, I would be concerned about developing the proper moment capacity with the bars turned either way if the drawing is to scale. Make sure you consider ACI 2014 25.4.3.1, Development of standard hooks in tension. If you don't have your hook embedded into the flange of ...

RE: Drift Limits of Building for Components When Building is Designed for More Stringent Criteria

Posted By Peter Hamilton 03-15-2017 11:36 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Full disclosure up front: I'm an east coast EIT, so give my reading of ASCE 7-10 seismic provisions as much credence as you think it deserves. 13.5.2 says that all "all architectural components...shall be designed for seismic forces." That means your walls, ceilings, etc. have to at least resist the ...