QUESTION 4 – Single Angle Tension Member - Bolted The single angle 102 x 203 x 13 is connected on the long leg by two 20 mm diameter bolts as shown in the sketch. The connector plate is 19 mm thick. Holes are punched. Steel is grade 300W with Fy=300MPA and Fu =440 MPa. Ignore any Block Shear. Find Tr and the Efficiency for the single angle. Ignore block shear failure. T, =? Pitch = 75 mm typical 80

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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QUESTION 4 – Single Angle Tension Member - Bolted
The single angle 102 x 203 x 13 is connected on the long leg by two 20 mm diameter bolts as
shown in the sketch. The connector plate is 19 mm thick. Holes are punched. Steel is grade
300W with Fy=300MPA and Fu =440 MPa. Ignore any Block Shear.
Find Tr and the Efficiency for the single angle. Ignore block shear failure.
T, =?
Pitch = 75 mm typical
80
Transcribed Image Text:QUESTION 4 – Single Angle Tension Member - Bolted The single angle 102 x 203 x 13 is connected on the long leg by two 20 mm diameter bolts as shown in the sketch. The connector plate is 19 mm thick. Holes are punched. Steel is grade 300W with Fy=300MPA and Fu =440 MPa. Ignore any Block Shear. Find Tr and the Efficiency for the single angle. Ignore block shear failure. T, =? Pitch = 75 mm typical 80
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