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A flat steel strip is used as a spring to maintain a force against part of a cabinet latch in a commercial printer, as shown in Figure P5–9. When the cabinet door is open, the spring is deflected by the latch pin by an amount y1 = 0.25 mm. The pin causes the deflection to increase to 0.40 mm when the door is closed. Young Modulus for steel E=207 GPa.

Question-AnswerCategory: Theory Of MachinesA flat steel strip is used as a spring to maintain a force against part of a cabinet latch in a commercial printer, as shown in Figure P5–9. When the cabinet door is open, the spring is deflected by the latch pin by an amount y1 = 0.25 mm. The pin causes the deflection to increase to 0.40 mm when the door is closed. Young Modulus for steel E=207 GPa.
GME asked 7 months ago

A flat steel strip is used as a spring to maintain a force against part of a cabinet latch in a
commercial printer, as shown in Figure P5–9. When the cabinet door is open, the spring is deflected
by the latch pin by an amount y1 = 0.25 mm. The pin causes the deflection to increase to 0.40 mm
when the door is closed. Young Modulus for steel E=207 GPa.

1 Answers
ਸਾਜਿਦ ਅਹਿਮਦ answered 7 months ago

Solution:
 
This is a problem related to Beam-deflection for statically indeterminate beams.
 
Here we have a force ‘P’ acting variable distance from both sides of a spring which is a supported cantilever
 
Assuming that
 
Deflection is proportional and the bending moment are proportional to the force P
 
We have
 
L = 40 mm
 
b = 5 mm
 
d = 0.6 mm
 
y1= 0.25 mm
 
y2 = 0.40 mm
 
Factor of safety, n = 3
 
Modulus of Elasticity of spring, E = 209 GPa = 209 x 103 N/mm2
 
General representation of these conditions is shown in Figure.1
 
L = 40 a = 15 b = 25 IC 0.6 mm TA B 5 mm MA |RA Rc! RA Shear Force 0 -Rc MB Bending moment -MA
 
Deflection at point B due to force P is given by
 
—Разь? (3L +b) Ув 12EIL3
 
We have
 
■ Moment of Inertia, I is
 
I bd3 5x0.63 12 12
 
I = 0.090 mm
 
 
■ Section modulus, Z is
 
Z= bd25 x 0.62 6 6
 
Z = 0.30 mm
 
 
Solving for P
 
Р: 12EIL3 Ув азь? (3L + b)
 
 
Substituting values
 
12 х 209 x 103 x 0.090 x 403 Р= 153 x 252 х (3 х 40 + 25) - Ув
 
Р= 47.231 ув
 
 
For yb = y1 = 0.25 mm, the force P acting is
 
P1 = 47.231 x 0.25
 
P1 = 11.80 N
 
 
For yb = y2 = 0.40 mm, the force P acting is
 
P2 = 47.231 x 0.40
 
P2 = 18.89 N
 
 
■ Calculating moments at A and B at this condition
Moment at A is
 
MA -Pab 2L2 (b+L)
 
-P x 15 x 25 MA 2 x 402 (25+40)
 
MA = -7.617P
 
 
Moment at B is
 
PaPb MB 2Ľ3 (b + 2L)
 
MB PX 152 x 25 (25 + 2 x 40) 2 x 403
 
Mg = 4.614P
 
 
Therefore at P1 = 11.80 N, the moment at A is given by
 
MA1 = 7.617 x 11.80
 
MAL 89.88 N.mm
 
 
■ Stress at this point σA is
 
A1 M A1 Z
 
A1 89.88 0.30
 
A1 = 299.6 MPa = on Omin
 
 
At P2 = 18.89 N, the moment at A is given by
 
MA2 = 7.617 x 18.89
 
MA2 = 143.88 N.mm
 
 
■ Stress at this point σA is
 
MA2 A2 Z
 
143.88 A2 0.30
 
A2 = 479.61 MPa = mac
 
 
■ The mean average stress σm is given by
 
om = max + Omin 2 2.
 
ܕ0 {479.61+299.6 2
 
m = 389.6 MPaܘ
 
 
■ The alternating stress σa is given by
 
= omax a a o
 
од = 479.61 — 389.6
 
a = 90.01 MPa
 
 
The Stress ratio R is given by
 
Omin R = max
 
299.6 R= 479.61
 
R = 0.624
 
From the σm and σa values the suitable material for the spring is SAE 4140 OQT 400
 
Tensile strength = 2000 MPa
 
Yield strength = 1730 MPa
 
It has the highest ultimate strength with > 10% elongation for good ductility.
 

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