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  1. fabermechanical

    REACTIONS during lift

    Thank you guys for your valuable time by providing your valuable inputs. I was inputing a final value wrongly hence I was confused with the whole phenomenon. I need to practice this software a lot and read some fundamentals. Thanks again.
  2. fabermechanical

    REACTIONS during lift

    Thanks for your reply. for every action there is equal and opposite reaction. In my case, if the selfweight of the structure is 4 tonne for example, I am getting a reaction of 1 tonne from STAAD software. does it means my structure is sound enough ?
  3. fabermechanical

    REACTIONS during lift

    Hi, A question with REACTIONS. lifting application, a container is lifted using slings. Equivalent load for 23 tonnes is applied on the downward direction equally on the faces of the container. While placing these boundary conditions in the software, the software predicts REACTIONS at the hook...
  4. fabermechanical

    rotational lift calculation .. urgent

    Mike, If I have the money I would certainly hire one, I am just a beginner in this field, hence i am posting in this forum. Thanks anyway
  5. fabermechanical

    rotational lift calculation .. urgent

    All, I appreciate your time. Well to be more clear, a pressure vessel is inside the structural frame and everything in total weighs 30 tonnes app. so 15 tonnes at each end as mentioned by BAretired. Initially there were 2 padeyes fixed on the frame for rotational lift (90 deg) but later in the...
  6. fabermechanical

    rotational lift calculation .. urgent

    Hi there, Rotational lift is 90 deg from horizontal position to vertical. It just to make the sleeping structure to stand upright. I just want to find out if those corner structures as highlighted in the figure can withstand the load. It will be held only in 2 positions as the padeyes...
  7. fabermechanical

    rotational lift calculation .. urgent

    Hello, I am enclosing a steel structure which weighs around 30tonne . need to find out if the 2 highlighted corner structure can handle a rotational lift of the steel structure from horizontal to vertical. What method can I use to find out if those corner structures can withstand the load...

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