An A36 (Fy=248MPa, Fu=400MPA) steel plate with thickness, t=15mm used as a tension member is connected to a gusset plate using 24mm bolts as shown. Given center to center distances: X=91mm, Y=98mm and Z=108mm. Determine the calculated nominal strength in KN of the tension member considering Block Shear Rupture on Path ABCGJIH? Steel Plate 50 50 Pn 50

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