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Q)calculate the maximum stress induced in a cast iron pipe of external diameter 40 mm, internal diameter 20 mm and length 4 m when the pipe is supported at its ends and carries a point load of 80 n at the centre.

  Q)calculate the maximum stress induced in a cast iron pipe of external diameter 40 mm, internal diameter 20 mm and length 4 m when the pipe is supported at its ends and carries a point load of 80 n at the centre. Given, external diameter D = 40 mm. internal diameter d = 20 mm. length of pipe l = 4000 mm centre point load p (80N) 1) moment of inertia for hollow circular section  I=π/64 (D4-d4) I = π/64 (40^4 -20^4) I = π/64 (2560000 - 160000) I = π/64 * (2400000) I = π * 2400000/64 = 117809.724 mm4 2) Maximum bending moment for simply supported beam with central point load M=PL/4 80*4000/4 =8000n/mm 3) Distance from neutral axis to outer fibre (C) C=D/2 40/2 20 mm 4) Maximum bending stress σ = MC/I = 80000*20/117809.7 = 1600000/117809.7  = 13.58kn/mm2

A contilever beam of length 2 m fails when a load of 2 kn is applied at the free end. if the section is 40 mm * 60 mm, find the stress in the failure.

  A contilever beam of length 2 m fails when a load of 2 kn is applied at the free end. if the section is 40 mm * 60 mm, find the stress in the failure. 1)Given data- beam length l = 2m. =2000mm load at free end P = 2 kn = 2000 Newton. cross section 40 * 60 mm b = 40 mm d = 60 mm 2) calculate bending moment at fixed end so M= P*L 2000*2000 = 4* 10^6 N/mm 3)Moment of inertia of rectangular section I = bd3/12 40*60^3/12 720000mm4 4) Distance for neutral axis y=d/2 60/2 = 30 mm 5) calculate bending stress  σ = M*y/I 4*10^6*30/72000 = 1666.67 n/mm2