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  • Users: mattdukes
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  1. mattdukes

    excavated deeper than calculated depth

    The actual digged or excavated depth is 2 meters to reach certain tuff rock layer, calculated depth of design is 1.5 meters.. what do you normally do in case like this? 1. Increase column size to control deflection 2. Put more bars to control deflection 3. Or nothing at all taking into account...
  2. mattdukes

    grade 60 stirrups experience

    In field experience, do you find grade 60 stirrups more brittle? Is this recommended to use for ties and stirrups?

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