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  1. DevonC90

    HSS Localized Yielding from Shear Plate

    mike20793 My AISC manual is the 14t edition printed in June 2011. The condition in Table K1.2 is for a longitudinal plate T-connection under plate shear load, and the limit states are Plate Limit States and HSS punching shear. They give the formula for HSS punching shear, which is dependent on...
  2. DevonC90

    HSS Local Yielding from Shear Tab

    I am designing an HSS column which has a vertical plate with a shear load welded to the column wall. Looking in AISC 14th edition, Table K1.2 on page 16.1-144, it says that the limits are for the plate (which is all set) and the HSS punching shear, which gives the formula in the table. However...
  3. DevonC90

    AISC on Vertical Plate with Shear Load to HSS

    I am designing an HSS column which has a vertical plate with a shear load welded to the column wall. Looking in AISC 14th edition, Table K1.2 on page 16.1-144, it says that the limits are for the plate (which is all set) and the HSS punching shear, which gives the formula in the table. However...
  4. DevonC90

    HSS Localized Yielding from Shear Plate

    I am designing an HSS column which has a vertical plate with a shear load welded to the column wall. Looking in AISC 14th edition, Table K1.2 on page 16.1-144, it says that the limits are for the plate (which is all set) and the HSS punching shear, which gives the formula in the table. However...

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