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  1. ihsan_

    Strip foundation

    You should just provide web reinforcement like a conventional beam.
  2. ihsan_

    R=1.0 with an Importance factor of 1.5

    I'm agree with Deker as well. In addition, if i were you I'd ask myself what level of earthquake should I consider? As you know, the design earthquake: "the 475-year return period (or 10 percent probability of exceedance in 50 years)" and the maximum considered earthquake: "the 2475-year return...

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