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=30OMPA 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

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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=300OMPA 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=300OMPA 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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