A double channel shape is used as a tension member. The channels are bolted to a gusset plate with 22mm diameter bolts. Fy-channel = 345 MPa, Fu-channel = 450 MPa Fy-plate = 248 MPa, Fu-plate = 400 MPa Achannel = 3555 mm^2, tw = 12.18 mm, Shear lag factor = 0.90 A. Determine the ultimate tensile strength of the tension member based on its gross area. B. Determine the allowable tensile strength of the tension member based on its gross area. C. Determine the ultimate tensile strength of the tension
A double channel shape is used as a tension member. The channels are bolted to a gusset plate with 22mm diameter bolts. Fy-channel = 345 MPa, Fu-channel = 450 MPa Fy-plate = 248 MPa, Fu-plate = 400 MPa Achannel = 3555 mm^2, tw = 12.18 mm, Shear lag factor = 0.90 A. Determine the ultimate tensile strength of the tension member based on its gross area. B. Determine the allowable tensile strength of the tension member based on its gross area. C. Determine the ultimate tensile strength of the tension
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A double channel shape is used as a tension member.
The channels are bolted to a gusset plate with 22mm
diameter bolts.
Fy-channel = 345 MPa, Fu-channel = 450 MPa
Fy-plate = 248 MPa, Fu-plate = 400 MPa
Achannel = 3555 mm^2, tw = 12.18 mm,
Shear lag factor = 0.90
A. Determine the ultimate tensile strength of the tension
member based on its gross area.
B. Determine the allowable tensile strength of the
tension member based on its gross area.
C. Determine the ultimate tensile strength of the tension
member based on its net area.
D. Determine the allowable tensile strength of the
tension member based on its net area
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