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Weld Connections - Texas A&M University

Weld Connections - Texas A&M University

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(a) Strength based on yielding in the gross section (b) Strength based on tensile fracture (c) Strength based on block shear failure (d) Weld strength. (e) What is the design strength of this connection? SOLUTION: (a) Strength based on yielding in the gross section φ t P n = φ t F y A g = 0.9 (36 ksi) (8" x 0.5") = 129.6 Kips

  Design, Connection, Strength, Weld, Strength design, Weld connections

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