Check the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a s
Posted: Sat May 21, 2022 1:15 pm
Check the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a staggered arrangement. The maximum design tensile axial force to be sustained is Ned = 168 kN. Assume a grade of S235 steel. P. Gusset plate ะพ BO do=13mm 30mm Gusset plate 240mm 30mm O DO t=16mm t15 t=16mm. Nied O FO Nted s do=13mm do=13mm G 40mm 40mm 140 mm * *