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Problem 4 For the shaft below, (a) Calculate the normal and shear stresses at elements A and B when F = 0.6 kN, P=3.5 KN, and

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P - x At bt A d = 15mm L = 100mm F = 6KN P 3-5 KM T = 22 Nom Tror I Z Pa - Z 2/2 = 22x16 Tx(15) x 100 hPa 33.2 Esher) - 4 cer3500x4 Pa & (15)? xor 0 - 19.806 in Pa. Net shear stress at A = ((tor) & Eshers - 33.2 - 4.527 TA - 28.673 MPa Net normal strAt Pt. B, ((borda = 33.2 MPa (Tsher) = 0 Normal stress or p - 19.806 MPa. Net shear stress, TB = 33.2 MPa) Net normal stress.Mohrs circle at a A (5.2) . (C) 9.903 : 319.203)2+(23-673) ? - 9.903 & 30.335 (5,2)= (40.238, – 20.4327 MPa) Mohrs Circle a

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