An angle section is to be used as a diagonal bracing in a wall bracing system of an industrial building. The bracing member is subjected to a design tension force of N+* = 175 kN. Choose a section to satisfy yielding requirements, using the metric system check the section capacity based on the ultimate strength (i.e. check the fracture limit state at the connection). Assume o = 0.9, kt = 0.85 %3D %3D
An angle section is to be used as a diagonal bracing in a wall bracing system of an industrial building. The bracing member is subjected to a design tension force of N+* = 175 kN. Choose a section to satisfy yielding requirements, using the metric system check the section capacity based on the ultimate strength (i.e. check the fracture limit state at the connection). Assume o = 0.9, kt = 0.85 %3D %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![An angle section is to be used as a
diagonal bracing in a wall bracing system
of an industrial building. The bracing
member is subjected to a design tension
force of N+* = 175 kN.
Choose a section to satisfy yielding
requirements, using the metric system
check the section capacity based on the
ultimate strength (i.e. check the fracture
limit state at the connection).
Assume o = 0.9, kt = 0.85](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F63d04d13-697e-4d6b-88a9-307a7667ee00%2F4a81be4c-3d9b-4961-9004-8ecc4d9c6211%2Ffc1x4p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:An angle section is to be used as a
diagonal bracing in a wall bracing system
of an industrial building. The bracing
member is subjected to a design tension
force of N+* = 175 kN.
Choose a section to satisfy yielding
requirements, using the metric system
check the section capacity based on the
ultimate strength (i.e. check the fracture
limit state at the connection).
Assume o = 0.9, kt = 0.85
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