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  • Users: Hunter90
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  1. Hunter90

    Understanding Arches - Lintels Carrying Masonry

    Hi everyone, I was asked by the architect to design a 13.5 ft steel angle lintel to carry brick loading with an arch height of 1.5 ft above horizontal (see picture above). I took 37psf brick loading and calculated the centroidal point load of the distributed brick loading and placed it at the...
  2. Hunter90

    Spliced Column Connections - Question

    Hello all, I am new to this site and have A LOT of questions that run through my mind as an E.I.T. 1) A column that is segmented and bolted with end plates per column end (see picture 1 below), doesn't this develop a hinge condition? And, would this be considered Structurally Unstable? Or do...

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