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Recent content by camel7

  1. camel7

    Axial compression of steel base plate supported over steel beams

    Thanks all, Thats what I am planning to do ..... cheers camel7
  2. camel7

    Axial compression of steel base plate supported over steel beams

    Hi I am working on A steel column which is supported on a steel beam. The steel column is having compression load of 550KN with no moments. For designing the base plate do I need to check for the base plate thickness? When I calculate baseplate thickness based on equation tmin = L* SQRT (2...
  3. camel7

    Wharf and module interaction

    Thanks for the replies, Yes The Wharf is supported by pile with concrete deck. I did the Structural design and analysis of modules separtely and transfered the reactions over to the wharf. but when I check the design of the overall model with wharf and structural modules quite a few members...
  4. camel7

    Wharf and module interaction

    Hi, I am Designing Structural modules which will supported on Wharf. For design and analysis of modules I have used spring support to simulate the actual behaviour of modules on Wharf, I dervied the spring stiffness from analysing the wharf separetly and inputing this deck stiffness in the...
  5. camel7

    Loadout analysis for structural modules

    Thanks amec2004, for the detailed responce. this was a greta help... cheers
  6. camel7

    Loadout analysis for structural modules

    YOu dont design the 1 st level beams for spmt loads?? how is the stability taken care of?
  7. camel7

    Loadout analysis for structural modules

    I want to know how to do the Load in /Load out analysis. cheers
  8. camel7

    Loadout analysis for structural modules

    I am working on modularisation of a structure. I have a mining steel structure which we are prefabricating and will be transporting it from road. cheers
  9. camel7

    Loadout analysis for structural modules

    Hi, I am presently designing a structural module and got struck with loadout anaylsis. just wanted to check if anyone has done this before would love to get more insight of all the possible consideration and references. If anyone has some sample calculation would be of great help. thanks camel

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