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  • Users: ChrisToms
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  1. ChrisToms

    Check for flange to web weld of plated section

    Hi all steel experts there.. Below shown is connection for truss. My primary objective is to check the adequacy of weld (in purple) Member I is top chord of truss, II vertical and II diagonal truss member. We have shear force on member I at the location of connection, say 300kN (this will...
  2. ChrisToms

    Tower crane foundation - negative pressure

    Hi all.. i am designing a tower crane base. The footing is safe in overturning although it has about 25% of its area in negative pressure for out of service condition. The design is carried out based on ACI code. I am not able to find any clause related to maximum percentage of negative pressure...

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