SITUATION 3 A plate is lapped over and welded to a gusset plate as shown in the figure a. Calculate the Polar moment of Inertia of the weld group b. Determine the maximum force per unit millimeter of the weld due to the direct load c. Determine the maximum force per unit millimeter of the weld due to the moment induced by eccentrical load d. Calculate the Resultant force received by the most critical joint due to eccentric load P= 90 kN 100 mm 150 mm LOD mm 44 kli 150 mm 150 mm

International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter5: Three-dimensional Equilibrium
Section: Chapter Questions
Problem 5.26P: The figure shows the FBD of a portion of the space truss shown in Fig. P5.25. Use this FBD to find...
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SITUATION 3
A plate is lapped over and welded to a gusset plate as shown in the figure
a. Calculate the Polar moment of Inertia of the weld group
b. Determine the maximum force per unit millimeter of the weld due to the direct load
c. Determine the maximum force per unit millimeter of the weld due to the moment induced by eccentrical load
d. Calculate the Resultant force received by the most critical joint due to eccentric load
P= 90 kN
100 mm
150 mm
LO0 mm
44 kll
150 mm
150 mm
Transcribed Image Text:SITUATION 3 A plate is lapped over and welded to a gusset plate as shown in the figure a. Calculate the Polar moment of Inertia of the weld group b. Determine the maximum force per unit millimeter of the weld due to the direct load c. Determine the maximum force per unit millimeter of the weld due to the moment induced by eccentrical load d. Calculate the Resultant force received by the most critical joint due to eccentric load P= 90 kN 100 mm 150 mm LO0 mm 44 kll 150 mm 150 mm
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