A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410, fy = 250 MPa. P₁ = 150 KN 120 mm Fillet weld t = 12 mm
A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410, fy = 250 MPa. P₁ = 150 KN 120 mm Fillet weld t = 12 mm
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter8: Eccentric Connections
Section: Chapter Questions
Problem 8.4.13P
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![A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance
of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410,
f. = 250 MPa.
y
120 mm
P₁ = 150 kN
Fillet weld
t = 12 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F679e97fa-dac6-4107-8500-a9318ccb2111%2Ffb9671df-42d5-4c74-9b78-785746d03f0b%2Fl0hfdye_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A welded bracket connection is shown in figure. It supports a factored load of 150 kN at a distance
of 120 mm from the face of column. Design the fillet weld on two sides. Grade of steel = Fe410,
f. = 250 MPa.
y
120 mm
P₁ = 150 kN
Fillet weld
t = 12 mm
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