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  1. Jitendra A

    Concrete Tie beam for Seismic site class C and above

    I m designing a skid foundation which is 15 ft wide and 60 ft long 2 story high and loaded with 6 vessels and 8 pumps. Soil is weak and Siesmic class F. It si supported by PCP Piles. As per ASCE 7-16 I m proposing tie beams to connect the Pile caps, but client asked me to use Steel Skid beam to...

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