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  • Users: goodriws
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  1. goodriws

    Seismic detailing of existing buildings

    Our firm has been awarded a new hospital addition in a high seismic area. Governing code is IBC 2009. Site Class is D, spectral accelerations are high, so the SDC is D and by a mile. The structural narrative of the RFP lays this out and I have verified. However, the structural narrative of...
  2. goodriws

    Wind Components & Cladding Zones

    I'm wondering about Zone 2 (edge) vs. Zone 3 (corner) for re-entrant corners and angled corners. See attachment in link.
  3. goodriws

    interior steel floor girder parallel with steel deck

    This question is not about whether or not steel deck parallel to a steel beam braces the top flange. However, in a typical steel-framed building, the concrete slab & metal deck span over the beams and run parallel to the girders. My question is construction-related: before the concrete is...

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