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W.B. Clausen Structural Engineers

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Mr. Elliot House, P.E.

W.B. Clausen Structural Engineers

Contributions

1 to 5 of 6 total

RE: Building extension project

Posted By Elliot House 07-04-2019 07:23 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
Where is the hotel located? What Code are you using? What is the hotel constructed? I would make sure that the client understands that the building will(should) come up to current Code due to the vertical addition. The roof was likely not designed to floor loads and will probably need to ...

RE: Grout Bases for Columns

Posted By Elliot House 06-16-2019 08:50 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
I'd double check your details for the job and ask around the office. If you still think the base plates are not built to detail call the contractor. If no resolution is met a progress report to the client may be needed. ------------------------------ Elliot House P.E.,S.M.ASCE W.B. Clausen Structural ...

RE: Composite Floor Deck Diaphragm Shear Connector Tests under Lateral Seismic Loads

Posted By Elliot House 03-17-2019 09:40 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Very interesting! Thanks. Hopefully there will be links to the test data and research. Cheers, ------------------------------ Elliot House W.B. Clausen Structural Engineers Emeryville CA (415)444-4144 ------------------------------

RE: What is intial sizing of heavily loaded slabs and beams more than 25 KN/m

Posted By Elliot House 02-26-2019 07:50 AM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hi, there. Is the slab on grade? If so look up slab load on an elastic foundation to get your design criteria. You don't need much. You have specified a line load, do you mean an area load? Don't forget to specify construction joints, control joints, compaction, and review concrete mix. Don't use ...

RE: Initial Structural Frame Softness

Posted By Elliot House 01-23-2019 02:32 PM
Found In Egroup: Integrated Buildings & Structures \ view thread
Hi, Colton. Are the loads expected service loads? I would check the fabricators pre-camber too, if it wasn't cambered enough it could cause higher deflections and higher stresses on the bolted connections. My two cents. ------------------------------ Elliot House P.E., S.M.ASCE W.B. Clausen ...