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  • Users: Grad1
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  1. Grad1

    Welds on steel structures

    Hi, Which welds prevent the transmission of electric currents to the structure? Our project involves a weld that was not completed during construction and was noted during a final inspection. The connection needs to be completed to pprevent eccentric loading of the connection. The connection...
  2. Grad1

    vertical drain alignment

    Hi, I know that vertical drains are called so for a reason - they are supposed to be "vertical", but is it preferential to align them at a slight angle from the vertical to catch water in between? I have seen both and wonder which is best. Thanks
  3. Grad1

    Equipment enquiry

    I have an enquiry relating to excavation equipment. For a say, 5 Tonne digger, what would be the overall track width and reach? Similarly for all common weight classes...from small(2-3 tonne) to large (say 30 Tonne) I know that these may vary for different makes and models, I'm only looking...
  4. Grad1

    demolition specs

    Does anyone know where I can find some demolition specs for a bridge structure, or just in general? Help greatly appreciated!, rgds
  5. Grad1

    Running/Stack bond????

    Can anyone please tell me the difference between a running bond and a stack bond in Masonry wall design?
  6. Grad1

    Jetty Inspection

    Has anyone got advice for carrying out jetty inspections - key indicators of structural weakness, how to assess corrosion damage of bolts,etc. Input gratefully received.
  7. Grad1

    Lateral deflection of raked/batter piles

    Dear Sirs, I am curious to know if there is a reliable way of modelling (by hand-preferably) the bending moment response of a batter pile due to induced deflections resulting from consoliation settlements in a layer of soft material(6-7m deep) below an embankment (6-7m high) which has been...

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