A steel wire of cross-sectional area 15 mm2 has an ultimate tensile stress of 4.5 × 108 N m-2.

Q#21

A steel wire of cross-sectional area 15 mm2 has an ultimate tensile stress of 4.5 × 108 N m-2.

(a) Calculate the maximum tension that can be applied to the wire. [2]

(b) The steel of the wire has density 7800 kg m-3. The wire is hung vertically.

Calculate the maximum length of the steel wire that could be hung vertically before the wire breaks under its own weight. [3]

 

Solution:

(a)

{Stress = Force / Area

Note that the tension is a force.}


stress σ                       

{Convert area into m2 by multiplying by 10-6.

Tension = Stress × Area}

max. tension = UTS × = 4.5×108 × 15×10-6 = 6800 (6750) N

 

(b)

{We first need to relate the length with data available.}

Density ρ                               


weight = mg ρVg ρALg                 

{since Volume V = Area × Length = AL}

{When the wire break under its own weight, the weight should be equal to the maximum tension.

Weight = ρALg

Tension ρALg}

6750 = 7.8×103 × 15×10-6 × × 9.81         

    

= 5.9 (5.88) × 103 m

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