What is the Stress in a Bolt and Spacer System?
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hatchelhoff
- 64
- 0
((lf2-1)/l2)(l1/(lf1+1)) = (a1*e1)/(a2*e2)
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Homework Helper
- 2,128
- 32
hatchelhoff: No, that algebra in post 32 is no good. Go back to post 26, and expand the equation, which means multiply all terms. Afterwards, get Lf1 and Lf2 on the same side of the equation. (Also, use uppercase L, not lowercase L, so we do not get confused.) Try again.
hatchelhoff
- 64
- 0
(Lf2-l2)(a2*e2)/L2 = - (Lf1 - l1)(a1*e1)/L1)
(LF2 * a2 * e2 -L2* a2 * e2)/L2 = -(Lf1*a1*e1 + L1 * a1 * e1)/L1
((LF2*a2*e2)/L2) - L2/L2 * a2*e2 = ((-Lf1*a1*e1)/L1) + L1/L1 * a1*e1
((LF2*a2*e2)/L2) = ((-Lf1*a1*e1)/L1) + a1e1 + a2e2
((LF2*a2*e2)/L2)+((Lf1*a1*e1)/L1) = a1e1 + a2e2
(LF2 * a2 * e2 -L2* a2 * e2)/L2 = -(Lf1*a1*e1 + L1 * a1 * e1)/L1
((LF2*a2*e2)/L2) - L2/L2 * a2*e2 = ((-Lf1*a1*e1)/L1) + L1/L1 * a1*e1
((LF2*a2*e2)/L2) = ((-Lf1*a1*e1)/L1) + a1e1 + a2e2
((LF2*a2*e2)/L2)+((Lf1*a1*e1)/L1) = a1e1 + a2e2
hatchelhoff
- 64
- 0
Lf1 = ((a1*e1 + a2*e2 + 2*Tf3*a2*e2)L1)/(L1 + a1*e1*L2)
hatchelhoff
- 64
- 0
Lf1 = (L1(a1*e1*l2 + a2*e2*L2 + 2t3 *a2*e2))/L1 + a1 * e1* L2
Substituting
L1 = 349.166667 mm
a1 = 314.1593
a2 = 876.50435
I get
Lf1 =705.626 mm which seems very high.
Substituting
L1 = 349.166667 mm
a1 = 314.1593
a2 = 876.50435
I get
Lf1 =705.626 mm which seems very high.
hatchelhoff
- 64
- 0
Let
X = Lf1
T = t3
A = a1*e1
B = a2*e2
(X/L2) - (2TB/L2) + (AX/L1) = A+B
(X/L2) + (AX/L1) = A+B + (2TB/L2)
(1/L2 + A/L1)X = A+B + (2TB/L2)
((L1 +A*L2)/(L1*L2))*X = A+B + (2TB/L2)
X = A+B + (2TB/L2)) * ((L1*L2)/(L1 +A*L2))
X = (L1(A*L2 + B*L2 +2*T*B))/L1 + A*L2
Back Substituting
Lf1 = (L1(a1*e1*l2 + a2*e2*L2 + 2t3 *a2*e2))/L1 + a1 * e1* L2
X = Lf1
T = t3
A = a1*e1
B = a2*e2
(X/L2) - (2TB/L2) + (AX/L1) = A+B
(X/L2) + (AX/L1) = A+B + (2TB/L2)
(1/L2 + A/L1)X = A+B + (2TB/L2)
((L1 +A*L2)/(L1*L2))*X = A+B + (2TB/L2)
X = A+B + (2TB/L2)) * ((L1*L2)/(L1 +A*L2))
X = (L1(A*L2 + B*L2 +2*T*B))/L1 + A*L2
Back Substituting
Lf1 = (L1(a1*e1*l2 + a2*e2*L2 + 2t3 *a2*e2))/L1 + a1 * e1* L2
hatchelhoff
- 64
- 0
((LF2*a2*e2)/L2)+((Lf1*a1*e1)/L1) = a1e1 + a2e2 (From Post 34)
sub LF2 = Lf1-2*tf3
((Lf1-2*tf3)*a2*e2)/L2)+((Lf1*a1*e1)/L1) = a1e1 + a2e2
Let
X = Lf1
T = tf3
A = a1*e1
B = a2*e2
(X/L2) - (2*T*B/L2) + (AX/L1) = A+B
sub LF2 = Lf1-2*tf3
((Lf1-2*tf3)*a2*e2)/L2)+((Lf1*a1*e1)/L1) = a1e1 + a2e2
Let
X = Lf1
T = tf3
A = a1*e1
B = a2*e2
(X/L2) - (2*T*B/L2) + (AX/L1) = A+B
hatchelhoff
- 64
- 0
((Lf1*a2*e2 - 2*tf3 * a2e2)/L2) + ((Lf1 * a1*e1)/L1) = a1*e1 + a2*e2
hatchelhoff
- 64
- 0
Lf1 =L1((a1*e1*L2) + (a2*e2*L2) + (2*t3 * a2*e2))/(a2*e2*L1 + a1*e1*l2)
hatchelhoff
- 64
- 0
nvn thanks very much for your help over the past few weeks
I now have the correct answers
Lf1 = 349.587
Lf2 = 329.587
Stress1 = 240.85 MPa
Stress2 = -86.325 MPa.
I now have the correct answers
Lf1 = 349.587
Lf2 = 329.587
Stress1 = 240.85 MPa
Stress2 = -86.325 MPa.
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