A column with a wide-flange section has a flange width b� = 400 mmmm, height hℎ = 400 mmmm, web thickness tw�� = 13 mmmm, and flange thickness tf�� = 21 mmmm (Figure 1). Calculate the stresses at a point 75 mmmm above the neutral axis if the section supports a tensile normal force N� = 2.1 kNkN at the centroid, shear force V� = 6.8 kNkN, and bending moment M� = 3.2 kN⋅mkN⋅m as show. What is normal stress and what is shear stress
A column with a wide-flange section has a flange width b� = 400 mmmm, height hℎ = 400 mmmm, web thickness tw�� = 13 mmmm, and flange thickness tf�� = 21 mmmm (Figure 1). Calculate the stresses at a point 75 mmmm above the neutral axis if the section supports a tensile normal force N� = 2.1 kNkN at the centroid, shear force V� = 6.8 kNkN, and bending moment M� = 3.2 kN⋅mkN⋅m as show. What is normal stress and what is shear stress
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A column with a wide-flange section has a flange width b� = 400 mmmm, height hℎ = 400 mmmm, web thickness tw�� = 13 mmmm, and flange thickness tf�� = 21 mmmm (Figure 1). Calculate the stresses at a point 75 mmmm above the neutral axis if the section supports a tensile normal force N� = 2.1 kNkN at the centroid, shear force V� = 6.8 kNkN, and bending moment M� = 3.2 kN⋅mkN⋅m as show. What is normal stress and what is shear stress

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