Please answer with complete details. Thank you.L = 23N = 219M = 311.9Y = 19 nuA 12.5 mm x 150 mm plate is connected to agusset plate having a thickness of 9.5 mm.Diameter of bolt = L mmUsBoth the tension member and the gusset plateare of A 36 steelFy = N MPaFu = M MPa95 mm gusset plate125 mm x 150 mm plateShear stress of bolt Fnv = Y MPa.4080(1) Determine the allowable strengthdue to fracture of the plate. Use ASD Method.40(2) Determine the allowable strengthdue to yielding of the plate. Use ASD Method.40' 80 40(3) Determine the design strengthdue to fracture of the plate. Use LRFD Method.(4) Determine the design strengthdue to yielding of the plate. Use LRFD Method.(5) Determine the capacity of the channelbased on the shearing capacity of theboltsDiam of hole = L +3(6) Determine the block shear strength of the gusset plate.Diam of hole =mm.(7) Determine the block shear strength of the 12.5 mm plate.

Given: 12.5 mm X 150mm plate thickness, t = 9.5 mm Dia of bolt = 23 mm Fy = 219 MPa Fu = 311.9 MPa

A 12.5 mm x 150 mm plate is connected to a gusset plate having a thickness of 9.5 mm. Diameter of bolt = L mm Both the tension member and the gusset plate are of A 36 steel Fy = N MPa Fu = M MPa 95 mm gusset plate 125 mm x 150 mm Shear stress of bolt Fnv = Y MPa. 40 80 -P, 1) Determine the allowable strength ue to fracture of the plate. Use ASD Method. 40 2) Determine the allowable strength ue to yielding of the plate. Use ASD Method. 40' 80 40 3) Determine the design strength ue to fracture of the plate. Use LRFD Method. H) Determine the design strength ue to yielding of the plate. Use LRFD Method. 5) Determine the capacity of the channel ased on the shearing capacity of the olts Diam of hole = L + 3 5) Determine the block shear strength of the gusset plate. 7) Determine the block shear strength of the 12.5 mm plate. Diam of hole = mm.

A 12.5 mm x 150 mm plate is connected to a gusset plate having a thickness of 9.5 mm. Diameter of bolt = L mm Both the tension member and the gusset plate are of A 36 steel Fy = N MPa Fu = M MPa 95 mm gusset plate 125 mm x 150 mm Shear stress of bolt Fnv = Y MPa. 40 80 -P, 1) Determine the allowable strength ue to fracture of the plate. Use ASD Method. 40 2) Determine the allowable strength ue to yielding of the plate. Use ASD Method. 40' 80 40 3) Determine the design strength ue to fracture of the plate. Use LRFD Method. H) Determine the design strength ue to yielding of the plate. Use LRFD Method. 5) Determine the capacity of the channel ased on the shearing capacity of the olts Diam of hole = L + 3 5) Determine the block shear strength of the gusset plate. 7) Determine the block shear strength of the 12.5 mm plate. Diam of hole = mm.

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.2.1P

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