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  • Users: MSOE2010
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  1. MSOE2010

    Effective Length of Beam with Joists

    Suppose you have a wide flange beam with joists framing into it, bearing on the top flange at 4'-0" o.c. and the beam has a compressive axial load. For the purpose of this question ignore any dead load, live load, self-weight, etc. The only load is the axial load on the beam. Would you say...

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