A circular shaft has a diameter d [m] that varies with axial position x [m] according to d = 0.02(1/x²)/e*;0 < x < 3m An axial load P of 30000 N is applied to one end of the shaft whose modulus of elasticity E is 2 × 101'N/m². The axial elongation of the shaft is Ax [m] and is given Ax = (P / E) S(1 / A)dx ; A = cross-sectional area = nd²/4 Estimate Ax by 1. SIMPSON'S RULE (a → a + 2h)

Advanced Engineering Mathematics
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Estimate ?? by SIMPSON’S 1/3 RULE (a → a + 2h)

A circular shaft has a diameter d [m] that varies with axial position x [m]
according to
d = 0.02(1/x²)/e*;0<x< 3m
An axial load P of 30000 N is applied to one end of the shaft whose modulus
of elasticity E is 2 × 101N/m². The axial elongation of the shaft is 4x [m]
and is given
Ax =
(P / E) S(1 / A)dx ; A = cross-sectional area = nd?/4
Estimate Ax by
1. SIMPSON'S - RULE (a
—а+ 2h)
3
Transcribed Image Text:A circular shaft has a diameter d [m] that varies with axial position x [m] according to d = 0.02(1/x²)/e*;0<x< 3m An axial load P of 30000 N is applied to one end of the shaft whose modulus of elasticity E is 2 × 101N/m². The axial elongation of the shaft is 4x [m] and is given Ax = (P / E) S(1 / A)dx ; A = cross-sectional area = nd?/4 Estimate Ax by 1. SIMPSON'S - RULE (a —а+ 2h) 3
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