3 - The flange tips of a steel section are welded to steel cover plates, as shown in the figure. The steel section has moment of inertia I = 500 x 10⁰ mm4. If the transverse shear force acting on the beam section is 150 kN, what is the shear force per unit length along each of the weld lines? 20mm 340mm 20mm 300mm Weld
3 - The flange tips of a steel section are welded to steel cover plates, as shown in the figure. The steel section has moment of inertia I = 500 x 10⁰ mm4. If the transverse shear force acting on the beam section is 150 kN, what is the shear force per unit length along each of the weld lines? 20mm 340mm 20mm 300mm Weld
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Step 1: Introducing given data
Given:
Dimensions of the steel plate: ()=
Moment of Inertia of the I-section:
Shear force on the section:
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