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Term: 192 Due Date: Tuesday, April 14, 2020 A horizontal shaft having a solid circular cross-section (diameter = 100 mm) is f

A horizontal shaft having a solid circular cross-section (diameter = 100 mm) is fixed on the left and subjected to three forces Fx, Fy, and Fz as shown below. Determine the state of stress at points A and B. Also, show the results on a differential element located at each of these points. 

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F: 75 km 100 mm 100 KN 50KN Point A use super position principle. # 745 Due to DN100 75x4*1000 75 x 4x1000 TTX Tod Direct axA A = Td Cor) TT Ağ= TT7°(4m) 3 FT centroid, of semicir Sf at A. & 50kA Shear fore SPA. OVAJ Ib 1. Td4 (Given diametega loommTorsion: 100KN T= pxe. I 100X1000X50 5X106 N-mm. T = 16T - 16*5*16 -25-464 Соути та x joo3. (max] . 25-464 N/mmst state of st

point B 75 +35KN S Axial stress - 75x480 9.54 N/mm IX 408 B 9054 / min Eccentricity Mc pxe = 75x1000x50 = 375X104 N-mm. BendiSokN. am Mc 50x1000 2x1000, 7.100 x 100 N-mm Bending stress - m - 100x 18 = 10 18:59 N/mm 312500T 3 1 # 100* : 312504T (Saggi

shear stress due to bending Top fibre shearstrus = 0, o alman 8 N/mm CScanned with CamScanner1100 - 100kn Torsion = pxe. z 100 X 10 X 100 2 180 107 shear stress. D. 16 T 2 16 x 10 Td T x 100 50.929 N/man = 50.929 CScanCombined stress 50129 Norman 1065.737 38.194 +90544 1018 - 10651439 Wue? mm CScanned with CamScanner

SUMMARY : concept invoved in solution is principle of superposition

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