Calculate the design block tearing resistance of the symmetrical connection shown which is subjected to concentric tension loading. Fy=275 N/mm, Fu= 430 N/mm, YM2 = 1.25. Take into consideration the following parameters: el=30mm, e2=35mm, pl=80mm, p2=60mm, gusset thickness=4mm, member thickness=6mm (You can use the bolts design tables) 7 O Gusset plate Member plate Failure line The design block tearing resistance of the connection= N/mm mm Calculate the value of C required for a base plate design under a UC column section of 254*254*73. The required area of the base plate is 260*103 mm. The value of C is = Does the value of C overlaps between the column flanges Tuom Calculate the design block tearing resistance of the symmetrical connection shown which is subjected to concentric tension loading. Fy=275 N/mm, Fu= 430 N/mm, YM2 = 1.25. Take into consideration the following parameters: el=30mm, e2-35mm, pl=80mm, p2=60mm, gusset thickness=4mm, member thickness=6mm (You can use the bolts design tables) 7 O Gusset plate Member plate Failure line The design block tearing resistance of the connection= N/mm mm Calculate the value of C required for a base plate design under a UC column section of 254*254*73. The required area of the base plate is 260*103 mm. The value of C is = Does the value of C overlaps between the column flanges Tuom