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Recent content by apsibug

  1. apsibug

    Structural systems

    I'm designing 4pcs-4m long steel column using wide flange rested on a reinforced concrete slab 127mm thk. with 500mmx500mmx20mm thk. base plate. Is this possible to carry a certain load without cracking the outermost fiber of the slab due to axial load and bending on both direction?
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