(4 The truss diagonal member consists of Pair of angles L5x3x1/2 that are loaded in tension. The bolts to be used are 7/8". The member steel is A36. The bolt design shear strength for angle is 24.3 kps per bolt. one 1Y₂ (1) Total bolt design strength (2) Yielding of the member (3) Rupture of the member (4) Block shear for the member. (5) The design strength of one angle a is

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