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Engineering · Civil Engineering
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Problem 1: A tension member consists of an angle L6x4x3/4 angels as shown in Fig. 1. The angles (with its longer leg) is connected to a 7/8 thick gusset plate by eight 3/4 inch-diameter bolts in the standard holes. A992 Gr.50 (Fy 50 ksi and Fu 65 ksi) steel is used for the angle, and A36 (Fy 36 ksi and Fu 58 ksi) steel is used for the gusset plate. Calculate the design strength, Pc, considering all possible limit states of the angle and gusset plate. LRFD is used.29 Gusset plate 1/2 Φ-O-O--Q it1-12 . Tension force in the member 2 2 2 3 1.5 10 6 1-1/2 Section I-I

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