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  • Users: CTJ6
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  1. CTJ6

    Block shear - Failure plane including segment inclined to applied force in welded connection

    Hi, The critical path in a block shear failure involves one or more planes of shear that run parallel to the line of applied force, and one plane of tension that runs perpendicular to the force. For bolted connections with staggered bolts, the segment inclined to the force between the bolt holes...
  2. CTJ6

    Tear out of welded connection - Failure path inclined to force

    thread507-445179 Hi, For the tear out calculation of the connected member in a welded connection, would it be reasonable to use the s^2/(4g) formula (AISC 360-16 B4.3b. or CSA S16 12.3.1) for the segment of the failure path that is inclined to the force. The formula is made for bolted...

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