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  1. I

    ASCE 7-16 Use of Amplification factor Omega

    ASCE 7-16 Table 15.4-2: Inverted pendulum type structure: Detailing Requirements are listed as "Sec. 12.2.5.3". The only requirement listed in Section 12.2.5.3 is the moment at the base shall be calculated per procedures given in Section 12.8, which contains the Equivalent Lateral Force...
  2. I

    Overconsolidation of Clay Soil and effect on allowable bearing pressure.

    An existing foundation which supports a vertical vessel is to be utilized to support a new, heavier vessel. The foundation was constructed approximately 55 years ago (late 1960's). In general the soil is Silty Clay. In general, does the long term loading under the existing foundation lead to...

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