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  1. sam3990

    Surcharge and Earth pressure on pile with embankment in front

    Hi I found something useful. https://onlinelibrary.wiley.com/doi/epdf/10.1155/2019/8363252 Based on it i have made this sketch. Please correct if wrong
  2. sam3990

    Surcharge and Earth pressure on pile with embankment in front

    Hi Greetings everyone. I'm trying to design pile with concrete embankment in front. I'm assuming there should be a limiting height till which the lateral pressure due to earth fill/surcharge on piles should act, because after that any pile displacement should be generating passive pressures...
  3. sam3990

    Corbel design for torsion

    Hi all I'm having to design a corbel but it is subjected to torsional moments due to a sign structure being supported by the corbel. Now most of the literature talks about vertical downward and horizontal force creating moment on face of corbel. what about any moment that creates torsion on the...
  4. sam3990

    Fatigue hot spot stress using FEA - general discussion

    Hi All. Greetings of New year. I've been doing some fatigue hotspot stress analysis using 'International Institute of welding' (IIW) document 'IIW Fatigue Recommendations IIW-1823-07/XIII-2151r4-07/XV-1254r4-07 Dec. 2008' and would like your inputs for below queries. 1) As per sec 2.2.3, there...
  5. sam3990

    Anchor bolt embedment close to edge

    Hi In ACI the failure modes dont show any effect for anchor bolt embedment close to the concrete edge. How it ma impact the concrete breakout tensile/shear behavior. Can anyone please share any literature for the same. Consider anchor bolt embedment 270mm and cover 40mm to the concrete edge...
  6. sam3990

    Vertical wind gust

    Hi As per AS 5100.2, it says to combine vertical and horizontal wind loads under ULS and SLS. Do we apply the same logic when considering fatigue wind gusts?
  7. sam3990

    Beam Moment splices

    Hi all I need some help in design of beam bolted connections. The SHS is 400x16, splice plates are 750x750x40mm thick and bolts M36. Lets say a moment of 100 kNm applies. By simple calculations 1) if i apply the revit theory, My/Σy2, i get a maximum bolt force of 31.91 kN. The net moment of...

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