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  • Users: pv163
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  1. pv163

    Sheet Pile Wall in varying soils

    Does anyone have a reference for sheet piling designs for the case of differing soil layers. I was given an analysis that concluded there is 10- ft of granular soil, 10 feet of organics,and then 10-ft of soil that has a phi value of 24 deg and c = 500. I was looking for examples of designs with...
  2. pv163

    Ground Anchors for Soldier Pile Wall

    What is a reasonable number for the maximum tension load on a tieback for a temporary soldier pile wall?
  3. pv163

    13th AISC Code Requirements for Shear Connection Ductility

    Got it ....thanks ...but if you are using double angles do you add them together to get Ts?
  4. pv163

    13th AISC Code Requirements for Shear Connection Ductility

    Maybe I'm wrong but i think the formulas in 9-13 only cover "t-sections" that are used for the connection .... it refers you to the tables when double angles are used ....
  5. pv163

    Lift Lug Design

    Most of the erection plans I review use heavy tubular sections to get around the issues with minor axis bending.
  6. pv163

    13th AISC Code Requirements for Shear Connection Ductility

    Does anyone have any references for finding the rotation of a double angle connection into the column web for a plate girder? Our consultant modeled the structure as a pinned structure but there are no expansion joints in the steel. So i started looking into the connection requirements. The code...
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