Respuesta :
Question:
The question is incomplete. The width and radius was not given. For this answer, take the radius of slot as 8mm and the width as 45mm
Answer:
Total elongation = 4.426 * 10⁻³mm
Explanation:
Given Data:
L = 510 mm
E = 68 Gpa = 68 * 10^3N/mm²
b = 45 mm
t = 8 mm
P = 170 MPa
Calculating the cross sectional area for section A, we have
A₁= b*t
= 45 * 8
= 360mm²
Calculating the deformation of section A, we have
б₁ = (P (L/4))/(A₁E)
Substituting, we have
б₁ = (170*(510/4))/(360*68*10³)
= 21675/24480000
= 8.85*10⁻⁴mm
The cross sectional area of section 2 is given as
A₂ = 2/3 * b* t
Substituting, we have
A = 2/3 * 45 * 8
=240mm
The deformation of section 2 is given by the formula,
б₂ = P (L/2)/A₂E
Substituting, we have
б₂ = (170*(510/2))/(240*68*10³)
= 43350/16320000
= 2.656 * 10⁻³mm
Note, the cross sectional area of section 3 is the same with that of section 1, therefore, deformation for section 1 and section 3 are the same.
б₃ = 8.85*10⁻⁴mm
Total elongation = б₁ +б₂ + б₃
=8.85*10⁻⁴mm +2.656 * 10⁻³mm + 8.85*10⁻⁴mm
= 4.426 * 10⁻³mm
Answer:
δ = 1.0625 mm
Explanation:
Divide the rectangular bar into three segments AB, BC and CD as shown in the pic.
The elongation of bar will be:
δ = δAB + δBC + δCD
then
δ = (P*(L/4)/(AAB*E)) + (P*(L/2)/(ABC*E)) + (P*(L/4)/(ACD*E))
δ = (P*(L/4)/(b*t*E)) + (P*(L/2)/((2b/3)*t*E)) + (P*(L/4)/(b*t*E))
δ = (P*L/(E*b*t))*(1/4 + 3/4 + 1/4)
δ = = (5/4)* (P*L/(b*t*E)) (i)
If
L = 510 mm = 0.51 m
E = 68 GPa = 68*10⁹ Pa
σ = 170 MPa = 170*10⁶ Pa (the average normal stress in the central portion of the bar)
Stress in middle region L is
σ = P/A = P/((2b/3)*t) = (3/2)*(P/(b*t))
then
(P/(b*t)) = (2/3)* σ = (2/3)* 170*10⁶ Pa = 113.33*10⁶ Pa
Plug this value in equation (i)
δ = (5/4)*(113.33*10⁶ Pa)*(0.51 m/68*10⁹ Pa) = 0.001 m = 1.0625 mm
