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  1. johnson2a2t

    Rebar designation - ca 1950

    I'm trying to determine the characteristics of reinforcing steel from a building built around 1952. I have a decent set of drawings, but the note designating the rebar is a little muddled. It looks like the call out is for "intermediate grade with deformations to conform to ASTM a-30E". I'm...
  2. johnson2a2t

    Sheet Metal Box Beam

    We're looking at doing some rehab on a hotel. The exterior walkways appear to consist of composite deck (corrugated steel pans with a 4' slab) with ribs running side-to-side. Some of the walkways, then, have steel tubes on either side to support the walkway. But some, instead, have a sheet...
  3. johnson2a2t

    Minimum Steel Reinforcement in Retaining Wall

    I'm looking for some clarification regarding the exemption for minimum reinforcement given in ACI 318 10.5.3 (allowed where As provided is at least 1/3 greater than required) versus requirements for a minimum spacing of reinforcement steel of 18" in sections 7.6.5 and 14.3.5. This came up in a...
  4. johnson2a2t

    Epoxy-grout rebar in CMU retaining walls

    Is there any guidelines for using epoxy-grouted rebar in CMU retaining walls. Specifically, grouting the vertical reinforcing into the footing.
  5. johnson2a2t

    Load Combinations for Timber Design

    Which load combination from ASCE-07 (05) applies to Timber Design? 2.3.2 or 2.4.1 if either?

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