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Mr. Brian Carlisle, P.E., M.ASCE


Contributions

1 to 4 of 4 total
Posted By Brian Carlisle 11-11-2023 02:28 PM
Found In Egroup: Integrated Buildings & Structures
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For seismic drift, see AISC 7-16 Section 12.8.6. ------------------------------ Brian Carlisle P.E., M.ASCE Professional Engineer Haughton LA ------------------------------
Posted By Brian Carlisle 11-09-2023 10:39 AM
Found In Egroup: Integrated Buildings & Structures
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ASCE 7, Commentary Commentary for Appendix C has a good discussion of wind drift. It gives recommended load combinations, including recommendations for appropriately reduced wind speeds for this service check. ------------------------------ Brian Carlisle P.E., M.ASCE Professional Engineer Haughton ...
Posted By Brian Carlisle 08-31-2023 11:10 AM
Found In Egroup: Integrated Buildings & Structures
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Interesting thoughts, but I agree with your PB concerns. Any flying debris becomes problematic for downwind structures. I used to design cell towers, and we had one fail during a hurricane. Not because the tower couldn't handle the wind loads, but because of the failure of an upwind metal building. The ...
Posted By Brian Carlisle 07-11-2022 10:58 AM
Found In Egroup: Integrated Buildings & Structures
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AISC has design guides (https://www.aisc.org/publications/design-guides/design-guide-pdfs/) and example problems (https://www.aisc.org/globalassets/aisc/manual/v15.1-companion/v15.1_vol-1_design-examples.pdf) that follow the Steel Construction Manual and expand upon its info. I believe both might be ...