A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts. | 75 75 75. /channel (12.18 mm thick) 50 50 100 -T 50 gusset plate (10 mm thick) Yield strength for tension member = 345 MPa Yield strength for gusset plate = 248 MPa Ultimate tensile strength Fu = 400 MPa for gusset plate Fu = 450 MPa for channel Properties of 1 channel A = 3555 mm² tw = 12.18 mm Reduction factor, U = 0.90 Determine the allowable tensile strength of the tension member (channel) based on its net area. (kN)
A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts. | 75 75 75. /channel (12.18 mm thick) 50 50 100 -T 50 gusset plate (10 mm thick) Yield strength for tension member = 345 MPa Yield strength for gusset plate = 248 MPa Ultimate tensile strength Fu = 400 MPa for gusset plate Fu = 450 MPa for channel Properties of 1 channel A = 3555 mm² tw = 12.18 mm Reduction factor, U = 0.90 Determine the allowable tensile strength of the tension member (channel) based on its net area. (kN)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A double channel shape is used as a tension member. The channels are bolted to a 10 mm gusset plate with 22 mm diameter bolts.
| 75 75 75.
/channel (12.18 mm thick)
50
50
100
-T
50
gusset plate (10 mm thick)
Yield strength for tension member = 345 MPa
Yield strength for gusset plate = 248 MPa
Ultimate tensile strength Fu = 400 MPa for gusset plate
Fu = 450 MPa for channel
Properties of 1 channel
A = 3555 mm²
tw = 12.18 mm
Reduction factor, U = 0.90
Determine the allowable tensile strength of the tension member (channel) based on its net area. (kN)
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