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Consider that a built-up section shown in the figure below is used for the beam loaded with 10 kN/m uniform load. Using the concepts of flexure and shear stress, determine the following: 2.4 m For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. 10 kN/m 200 mm 6 m Distance of the centroid to the outermost fiber of the beam in mm. Moment of inertia of the beam about centroidal x-axis in mm². 936.458 x 10 mm Maximum flexural stress in MPa. 6.150 MPa

Consider that a built-up section shown in the figure below is used for the beam loaded with 10 kN/m uniform load. Using the concepts of flexure and shear stress, determine the following: 2.4 m For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. 10 kN/m 200 mm 6 m Distance of the centroid to the outermost fiber of the beam in mm. Moment of inertia of the beam about centroidal x-axis in mm². 936.458 x 10 mm Maximum flexural stress in MPa. 6.150 MPa

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider that a built-up section shown in the figure below is used for the beam loaded with 10 kN/m uniform load. Using the concepts of flexure and shear stress, determine the following: 2.4 m For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. BA 10 kN/m 200 mm Distance of the centroid to the outermost fiber of the beam in mm. Moment of inertia of the beam about centroidal x-axis in mm². 936.458 x 10 mm* Maximum flexural stress in MPa. 6.150 MPa 2.4 m First moment of area Q in mm². 3,218.75 x10³ mm³ Maximum flexural shear stress in MPa. 0.516 MPa
Transcribed Image Text:Consider that a built-up section shown in the figure below is used for the beam loaded with 10 kN/m uniform load. Using the concepts of flexure and shear stress, determine the following: 2.4 m For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. BA 10 kN/m 200 mm Distance of the centroid to the outermost fiber of the beam in mm. Moment of inertia of the beam about centroidal x-axis in mm². 936.458 x 10 mm* Maximum flexural stress in MPa. 6.150 MPa 2.4 m First moment of area Q in mm². 3,218.75 x10³ mm³ Maximum flexural shear stress in MPa. 0.516 MPa
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For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. В.А 2.4 m First moment of area Q in mm². 3,218.75 x10³ mm³ 10 kN/m 6 m Maximum flexural shear stress in MPa. 0.516 MPa 2.4m
Transcribed Image Text:For plank "A" use 200 mm x 75 mm thk. For plank "B" use 250 mm x 50 mm thk. В.А 2.4 m First moment of area Q in mm². 3,218.75 x10³ mm³ 10 kN/m 6 m Maximum flexural shear stress in MPa. 0.516 MPa 2.4m
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