The Z-section of Example D-7 is subjected to M = 5 kN. m, as shown.
Determine the orientation of the neutral axis and calculate the maximum tensile stresstand maximum compressive stresscin the beam. Use the following numerical data: height h = 200 mm, width b = 90 mm, constant thickness t = 15 mm, andp= 19.20. Use I1= 32.6106mm4and I2= 2.4 106mm4from Example D-7.
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