Fig 1 and 2 pictured with part Acalculate the magnitude of the shear stress at the point due to internal shear on the section.calculate the combined normal stress at the point due to internal normal force and the internal bending moment of the section. Answer should be stress MNVA column with a wide-flange section has a flange width b = 200 mm, height h = 200 mm, web thicknesst = 8 mm, and flange thickness tf = 12 mm (Figure 1). Calculate the stresses at a point 50 mm above theneutral axis if the section supports a tensile normal force N = 2.9 kN at the centroid, shear force V = 4.2 kN.and bending moment M = 3.8 kNm as shown (Figure 2).+ trIZPart A Normal stressWA column with a wide-flange section has a flange width b = 200 mm, height h = 200 mm, web thicknesstw = 8 mm, and flange thickness t = 12 mm (Eigure 1). Calculate the stresses at a point 50 mm above theneutral axis if the section supports a tensile normal force N = 2.9 kN at the centroid, shear force V = 4.2 kN,and bending moment M = 3.8 kNm as shown (Figure 2).Calculate the normal stress at the point due to the internal normal force on the section.Express your answer with appropriate units to three significant figures.► View Available Hint(s)

To calculate the normal stress, internal bending moment and shear stressthe following data istensile…

calculate the magnitude of the shear stress at the point due to internal shear on the section. calculate the combined normal stress at the point due to internal normal force and the internal bending moment of the section

calculate the magnitude of the shear stress at the point due to internal shear on the section. calculate the combined normal stress at the point due to internal normal force and the internal bending moment of the section

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.5.16P: A sign is supported by a pipe (see figure) having an outer diameter 110 mm and inner diameter 90 mm....

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