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M=1000 Ptast at - T= 1OOOx 100 mm = 100 Nm Total is more The effect offect of of force 1000N critical in me base agence sence to bending ; Accord maximum are all present with Section. Max forston in that sa tid Values 0 is show above So effect of force 1000N for here that base Section Normal stress due due bending M at radial position d-diameter of bar substitut = 320 M bendi Td3 Gmas - 32x200 2037, 18 T d3 d3 100 ON 1000 Shear stress due to 1000 N Area 4 d² = 1273, 24 da
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This summation can outside root, Taking 16 Eb Eba noro w 1018.59 - 1037525,6 + 1621140.d? +259 345,7 18 d3 d3 +1296820.d = 1018,59 d3 the 1621440 d +129 6820 d +1296871,3 d3 rad will be be neglected since (x) in range in range of 103 1018.59 1138,8 t d3 d3 9b bmas = 2157,392 d3 C To But omal Sut FOS factor of safety ACO acerol We choose Sat for for design member is weakest in tension design because the
6 2157,392 = 293.03 x10 d3 3 5.7 d3 2.2087x16 d = 0.028 m d - - 28,057 mm 3
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