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  1. Grad1

    Welds on steel structures

    For you information guys, we have decided to bolt an angle on instead of welding it! Thanks!
  2. Grad1

    Welds on steel structures

    Apologies for my ignorance! What I meant was gas welding the connection being the best solution. The use of electric currents is risky here as there is potential for them to be transmitted through the structure. Therefore we require a non-current based method. What I was really asking was...
  3. 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...
  4. Grad1

    Running/Stack bond????

    thanks guys, maybe you can help with this too: when designing a masonry retaining wall, is the proceedure for calculating the ultimate moments similar to that of a concrete wall - if not what are the distinctions? (ie. Mu = 0.156*b*d^2*fcu where fcu = say 30 N/mm for concrete blocks Is this...
  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.

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