A 12mm bracket plate is connected to a column flange as shown in the figure below. The bracket transmits a load of W = 200 kN to the column flange. A 10mm fillet weld is provided along AB, BC and CD. If e = 350 mm, b = 200 mm and d %3D = 600mm, verify if the size of the weld provided is adequate. Allowable shearing stress in the fillet %3D weld can be taken to be 108 MPa. e W = 200 kN A the 11 12 mm C thick plate
A 12mm bracket plate is connected to a column flange as shown in the figure below. The bracket transmits a load of W = 200 kN to the column flange. A 10mm fillet weld is provided along AB, BC and CD. If e = 350 mm, b = 200 mm and d %3D = 600mm, verify if the size of the weld provided is adequate. Allowable shearing stress in the fillet %3D weld can be taken to be 108 MPa. e W = 200 kN A the 11 12 mm C thick plate
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 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).
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Question
![A 12mm bracket plate is connected to a column
flange as shown in the figure below. The bracket
transmits a load of W = 200 kN to the column
flange. A 10mm fillet weld is provided along AB,
BC and CD. If e = 350 mm, b = 200 mm and d
%3D
= 600mm, verify if the size of the weld provided
is adequate. Allowable shearing stress in the fillet
%3D
weld can be taken to be 108 MPa.
e
W = 200 kN
B
A
11
12 mm
C
thick plate](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe6b0358a-2ae9-40cb-8d73-42e5cb09eeca%2Ff5ade9b3-0ac8-4b11-a7a9-236fa7632ce7%2Fgxtcxf8_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 12mm bracket plate is connected to a column
flange as shown in the figure below. The bracket
transmits a load of W = 200 kN to the column
flange. A 10mm fillet weld is provided along AB,
BC and CD. If e = 350 mm, b = 200 mm and d
%3D
= 600mm, verify if the size of the weld provided
is adequate. Allowable shearing stress in the fillet
%3D
weld can be taken to be 108 MPa.
e
W = 200 kN
B
A
11
12 mm
C
thick plate
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