Learning Goal:To calculate the normal and shear stresses at a point on the crosssection of a column.A column with a wide-flange section has a flange width b = 250 mm , height k = 250 mm , web thickness to = 9 mm , and flange thickness t; = 14 mm (Figure 1).Calculate the stresses at a point 65 mm above the neutral axis if the section supports a tensile normal force N = 2 kN at the centroid, shear force V = 5.8 kN , andbending moment M = 3 kN - m as shown (Figure 2).The state of stress at a point is a description of the normal and shearstresses at that point. The normal stresses are generally due to bothinternal normal force and internal bending moment. The net result canbe obtained using the principle of superposition as long as thedeflections remain small and the response is elastic.Part A- Normal stressCalculate 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)?Onormal =ValueUnitsSubmitPart B - Shear stressCalculate the magnitude of the shear stress at the point due to the internal shear on the section.Express your answer with appropriate units to three significant figures.Figure< 1 of 2 >• View Available Hintís)ValueUnitsSubmitPart C - Combined normal stress Learning Goal:To calculate the normal and shear stresses at a point on the crosssection of a column.ValueUnitsOnormal =The state of stress at a point is a description of the normal and shearstresses at that point. The normal stresses are generally due to bothinternal normal force and internal bending moment. The net result canbe obtained using the principle of superposition as long as thedeflections remain small and the response is elastic.SubmitPart B - Shear stressCalculate the magnitude of the shear stress at the point due to the internal shear on the section.Express your answer with appropriate units to three significant figures.• View Available Hintís)HAValueUnitsT=SubmitPart C - Combined normal stressCalculate the combined normal stress at the point due to internal normal force and the internal bending moment on the section.Figure< 2 of 2 >Express your answer with appropriate units to three significant figures.• View Available Hint(s)ValueUnitsSubmitM

Given dataWIdth of the flange w = 250mmHeight of the flange h = 250mmThinkness of the web tw=…

A column with a wide-flange section has a flange width b = 250 mm , height h = 250 m m, web thickness fy = 9 mm , and flange thickness t, = 14 mm (Figure 1). Calculate the stresses at a point 65 m m above the neutral axis if the section supports a tensile normal force N = 2 kN at the centroid, shear force V = 5.8 kN , and bending moment M = 3 kN - m as shown (Figure 2).

A column with a wide-flange section has a flange width b = 250 mm , height h = 250 m m, web thickness fy = 9 mm , and flange thickness t, = 14 mm (Figure 1). Calculate the stresses at a point 65 m m above the neutral axis if the section supports a tensile normal force N = 2 kN at the centroid, shear force V = 5.8 kN , and bending moment M = 3 kN - m as shown (Figure 2).

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.10.13P: A large precast concrete panel for a warehouse is raised using two sets of cables at two lift lines,...

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