Consider the cross-section shown below. Assume the cross-section is subjected to an external axial force of 300 kN applied at the origin of the reference system shown (the origin is located at mid-height of the section). Note that the flanges have different thicknesses. Assume linear-elastic material properties and the section to be made of steel with elastic modulus E = 200 GPa. 110 4y 14 70 10 X 96 70 30 110 Notes: All dimensions in mm Sketch not to scale (i) Determine the strains and stresses induced in the cross-section by applying the cross-sectional analysis presented in the lecture notes. Provide all steps of your numerical calculations. (ii) Sketch the strain and stresses diagram based on the values calculated at point (i).

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Chapter1: Introduction
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Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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Consider the cross-section shown below. Assume the cross-section is subjected to an external axial
force of 300 kN applied at the origin of the reference system shown (the origin is located at mid-height
of the section). Note that the flanges have different thicknesses.
Assume linear-elastic material properties and the section to be made of steel with elastic modulus
E = 200 GPa.
110
4y
14
70
10
X
96
70
30
110
Notes: All dimensions in mm
Sketch not to scale
(i) Determine the strains and stresses induced in the cross-section by applying the cross-sectional
analysis presented in the lecture notes. Provide all steps of your numerical calculations.
(ii) Sketch the strain and stresses diagram based on the values calculated at point (i).
Transcribed Image Text:Consider the cross-section shown below. Assume the cross-section is subjected to an external axial force of 300 kN applied at the origin of the reference system shown (the origin is located at mid-height of the section). Note that the flanges have different thicknesses. Assume linear-elastic material properties and the section to be made of steel with elastic modulus E = 200 GPa. 110 4y 14 70 10 X 96 70 30 110 Notes: All dimensions in mm Sketch not to scale (i) Determine the strains and stresses induced in the cross-section by applying the cross-sectional analysis presented in the lecture notes. Provide all steps of your numerical calculations. (ii) Sketch the strain and stresses diagram based on the values calculated at point (i).
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