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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer with complete details. Thank you.
L = 23
N = 219
M = 311.9
Y = 19
Transcribed Image Text:nu
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
Us
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 plate
Shear stress of bolt Fnv = Y MPa.
40
80
(1) Determine the allowable strength
due to fracture of the plate. Use ASD Method.
40
(2) Determine the allowable strength
due to yielding of the plate. Use ASD Method.
40' 80 40
(3) Determine the design strength
due to fracture of the plate. Use LRFD Method.
(4) Determine the design strength
due to yielding of the plate. Use LRFD Method.
(5) Determine the capacity of the channel
based on the shearing capacity of the
bolts
Diam 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.
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