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  • Users: DougP100
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  1. DougP100

    Composite Design - Modular Ratios

    Hi: I am in the process of analyzing an existing floor to determine the maximum load it can take. It was constructed in the 1930's, and is a composite floor featuring a 4" lightly-reinforced slab that sits on a W6x12 beam. The beam is entirely encased in concrete, and the slab and beam...
  2. DougP100

    Increasing Moment Resistance on a Slab During Demolition

    I am primarily a Geotechnical engineer. God I feel so stupid because it seems like there has to be a simple answer, but it's been years since I had structural analysis and I don't have time to look this up. My company is a large contractor that recently took on a major demolition job, a...

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