Need right complete solutionStep by step please Problem 3 Design of Tension MembersA double channel shape is used as75 75 775.a tension member. The channels are/channel (12.18 mm thick)bolted to a 10 mm gusset plate|50with 22 mm diameter bolts.50Yield strength for tension member= 345 MPa100TSOYield strength for gusset plate248 MPagusset plate (10 mm thick)Ultimate tensile strength Fu = 400MPa for gussetplateFu =450 MPa for channelProperties of 1 channelA = 3555 mm²t, = 12.18 mmReduction factor, U = 0.90a. Determine the ultimate tensile strength of the tension member(channel) based on its gross area.b. Determine the allowable tensile strength of the tension member(channel) based on its gross area.c. Determine the ultimate tensile strength of the tension member(kN)(kN)(channel) based on its net area. (kN)d. Determine the allowable tensile strength of the tension member(channel) based on its net area.(kN)e. Determine the ultimate block shear capacity of the connection.(kN)f. Determine the allowable block shear capacity of the connection.(kN)

Th given data is: A=3555mm2 tw=12.18mm U=0.90 Bolt diameter do=22mm fy for channel=345Mpa fu for…

Problem 3 Design of Tension Members A double channel shape is used as 75 a tension member. The channels are (channel (12.18 mm |SO bolted to a 10 mm gusset plate with 22 mm diameter bolts. 50 Yield strength for tension member = 345 MPa 100 50 Yield strength for gusset plate 248 MPa thisl) 中 어 to ㅇ

Problem 3 Design of Tension Members A double channel shape is used as 75 a tension member. The channels are (channel (12.18 mm |SO bolted to a 10 mm gusset plate with 22 mm diameter bolts. 50 Yield strength for tension member = 345 MPa 100 50 Yield strength for gusset plate 248 MPa thisl) 中 어 to ㅇ

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.1P

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Need right complete solution Step by step please

Problem 3 Design of Tension Members
A double channel shape is used as
75 75 7
75.
a tension member. The channels are
/channel (12.18 mm thick)
bolted to a 10 mm gusset plate
|50
with 22 mm diameter bolts.
50
Yield strength for tension member
= 345 MPa
100
T
SO
Yield strength for gusset plate
248 MPa
gusset plate (10 mm thick)
Ultimate tensile strength Fu = 400
MPa for gusset
plate
Fu =
450 MPa for channel
Properties of 1 channel
A = 3555 mm²
t, = 12.18 mm
Reduction factor, U = 0.90
a. Determine the ultimate tensile strength of the tension member
(channel) based on its gross area.
b. Determine the allowable tensile strength of the tension member
(channel) based on its gross area.
c. Determine the ultimate tensile strength of the tension member
(kN)
(kN)
(channel) based on its net area. (kN)
d. Determine the allowable tensile strength of the tension member
(channel) based on its net area.
(kN)
e. Determine the ultimate block shear capacity of the connection.
(kN)
f. Determine the allowable block shear capacity of the connection.
(kN)

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