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A beam whose cross-section is shown in the figure is subjected to a bending moment M inclined at 0 = 70° from the z axis. a)

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y Question: z 20mm А. 60mm B solo o = 70° M= 2 N-m My = 2 sm 70 1.88 Nm Mr = 2 costo 0.685 N-m. - Mz y Iz + My z Iy . 3 X 10-classes Butterflow Date Page Цв — O o 3 Оe - Г. Ч24 MP4 ар дь з — Т. о| 00 - — О. О. - Dol) 36x ( Х — Oo3 + 1.00 ЧXIь в ОeButterflow simply CIAS Date Page neutral axis 1.429 2 1.39 0.06 - 2 - 1.4292 t 0.0857= 1.392 z = 0.0304 ( from A) A 1.89 +1:4

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