10 AY 100 15 1000 Nm 35 10 C 60 all dimensions in mm. Figure P4.6...

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10 AY 100 15 1000 Nm 35 10 C 60 all dimensions in mm. Figure P4.6 Figure P4.5 Section 4.1.5 46. The L-section shown in Figure P4.6 has second moments 1.512, 500 mmt 1,412,500 mm, Iy=-450,000 mm about centroidal axes Ory. The cen- troid is located at the point (15,35) relative to the corner Cas shown. %3D The beam is subjected to a bending moment M-1000 Nm about the horizontal axis Ox. Find the inclination of the neutral axis to Oxr and the location and magnitude of the maximum tensile stress in the section. Compare your results with the value Mymax /I, from the elementary bending the- ory. 10 AY 100 15 1000 Nm 35 10 C 60 all dimensions in mm. Figure P4.6 Figure P4.5 Section 4.1.5 46. The L-section shown in Figure P4.6 has second moments 1.512, 500 mmt 1,412,500 mm, Iy=-450,000 mm about centroidal axes Ory. The cen- troid is located at the point (15,35) relative to the corner Cas shown. %3D The beam is subjected to a bending moment M-1000 Nm about the horizontal axis Ox. Find the inclination of the neutral axis to Oxr and the location and magnitude of the maximum tensile stress in the section. Compare your results with the value Mymax /I, from the elementary bending the- ory.