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  1. akgtm

    Hairline crack in beam

    https://res.cloudinary.com/engineering-com/image/upload/v1650946160/tips/01_kwl9qn.pdfhttps://res.cloudinary.com/engineering-com/image/upload/v1650946194/tips/02_cjoagm.pdfI found hairline crack running diagonally in newly constructed beams. The crack is visible and very small in size, should I...
  2. akgtm

    Lift shear wall foundation above original foundation

    Can we construct shear wall for lift above orginal foundation as the original footing is more deeper than required lift pit. So the mat footing for shear wall raises above the original building foundation. I plan to attach the shear wall into orginal building column but will have different footing.
  3. akgtm

    Lift shear wall and column has to be joint?

    Does lift shear walls needs to be joined at column?
  4. akgtm

    Please help! lapping joggle falls on beam column joint while making plinth beam.

    My five story public building is situated in earthquake prone area.The contractor placed joggle at beam column joint. And 50 percent of laps fall at beam column joint while constructing plinth beam. Would it be ideal to construct the plinth beam at that joggled region? Please provide me some...

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