A built-up beam supporting a condominium balcony is made up of a structural T for the top flange and web and two angles for the bottom flange and web, as shown. The beam is subjected to a bending moment M having its vector at an angle θ to the z axis (see figure).
Determine the orientation of the neutral axis and calculate the maximum tensile stresstand maximum compressive stresscin the beam. Assume that = 300and M = 10 kN m.
Use the numerical properties: c1= 4.111 mm, c2= 4.169 mm, 134 mm, Ls= 76 mm, A = 4144 mm2, Iy= 3.88106mm4, and Iz= 34.18 106mm4.
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