1. The document discusses the limit states and failure modes of bolted double angle tension members, including yielding of the gross section, fracture at the net section, and block shear failure. 2. It provides equations to calculate the effective net area considering shear lag effects, and the block shear strength considering both shear and tensile strengths. 3. An example calculation is shown to determine the tensile resistance of a double unequal angle member bolted at one leg, where fracture at the net section governs with a strength of 393.9 kN.