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

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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
Transcribed Image Text: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
Expert Solution
Step 1: Introducing given data

Given:

Dimensions of the steel plate: (b cross times d)=20 cross times 300 space m m squared

Moment of Inertia of the I-section: I equals 500 cross times 10 to the power of 6 space m m to the power of 4

Shear force on the section: S F equals 150 space k N

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