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  • Users: silephbur
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  1. silephbur

    shear check for plate elements

    where should i compare the values of SQx and SQy? is it only for fv = Vc/bwd? what if concrete shear capacity is not enough? what can i do? how can i design link bars to increase shear capacity?
  2. silephbur

    footing resting on backfill

    can we recommend that column footings may rest on compacted backfills? is it common to practice? do we need to do geotechnical tests to compute for the bearing capacity of backfill?

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