A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80 Prop. of One Angle L 125m x 75m x 12.7 m A= 2419 mm2 y=44.45 mm Questions: a) Compute the design strength capacity of one angle. b) Compute the base metal shear strength (gusset plate) per unit length. c) Compute the length L1 and L2.
A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80 Prop. of One Angle L 125m x 75m x 12.7 m A= 2419 mm2 y=44.45 mm Questions: a) Compute the design strength capacity of one angle. b) Compute the base metal shear strength (gusset plate) per unit length. c) Compute the length L1 and L2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Topic:Welded Connection - Civil Engineering -Steel Design
*Use latest NSCP/NSCP 2015 formula to solve this problem
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A tension member consists of a double angle section with long legs back to back. The angles are attached to a 9.5 mm thick gusset plate. Fu = 400 MPa Fy = 248 MPa for angular section. Fw = 480 MPa for 8 mm fillet weld. Reduction factor U = 0.80
Prop. of One Angle L 125m x 75m x 12.7 m
A= 2419 mm2 y=44.45 mm
Questions:
a) Compute the design strength capacity of one angle.
b) Compute the base metal shear strength (gusset plate) per unit length.
c) Compute the length L1 and L2.
![125
A
44.45
80.55
L₂
L₁
T](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb22c6c44-3724-449b-8744-a8f8c979039c%2Fbb9330a8-4a6b-469d-a36d-c5986599d444%2F2uejl7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:125
A
44.45
80.55
L₂
L₁
T
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