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 do=13mm Gusset plate DO t=16mm t-16mm NEED FO Nt.Ed do=13mm do=13mm G. 40mm 40mm 140 mm 240mm 30mm
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 do=13mm Gusset plate DO t=16mm t-16mm NEED FO Nt.Ed do=13mm do=13mm G. 40mm 40mm 140 mm 240mm 30mm
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.2.4P
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