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Recent content by hemant561

  1. hemant561

    Sulzberger method in foundation

    Hi Eirechch Loads are as follows 1. Horizontal 509 Kgf 2. Vertical 535 kgf 3. Moment 1476 kgf Foundation size : 1.2 mtr x 1.2 mtr x 1.5 mtr deep Soil bearing capacity 20 ton/sqm. Angle of internal friction is 18 deg
  2. hemant561

    Sulzberger method in foundation

    Hi Can any body explain what is Sulzberger method for isolated foundation. I need to use the same in Equipment foundation. Please note that soil investigation is already done and all soil details are available. Now, Is it right to use this method and give no rebar in foundations and only...
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