Check the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a s

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Check the bolted section of the given gusset plate connection assuming that the connection is done by M12 bolts with a s

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Check The Bolted Section Of The Given Gusset Plate Connection Assuming That The Connection Is Done By M12 Bolts With A S 1
Check The Bolted Section Of The Given Gusset Plate Connection Assuming That The Connection Is Done By M12 Bolts With A S 1 (45.25 KiB) Viewed 23 times
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 о 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 * *
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