Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.
Calculate the design (LRFD) block shear rupture strength (kN) of a WT155X39.5, attached through the flange with six M22 bolts as shown. The yield strength of the steel is 345 MPa and the ultimate tensile strength is 483 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Calculate the design (LRFD) block
shear rupture strength (kN) of a
WT155X39.5, attached through the
flange with six M22 bolts as shown.
The yield strength of the steel is 345
MPa and the ultimate tensile strength
is 483 MPa.
140
O O O
O O O
50 75 75
WT155X39.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F97bbf06a-8fbb-47ff-9d97-a4aaba13aa15%2F646f7509-6a70-4190-92d0-3eaf66a84044%2Fozgpd0n_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Calculate the design (LRFD) block
shear rupture strength (kN) of a
WT155X39.5, attached through the
flange with six M22 bolts as shown.
The yield strength of the steel is 345
MPa and the ultimate tensile strength
is 483 MPa.
140
O O O
O O O
50 75 75
WT155X39.5
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