I want the attached questions related to Machine Design to be solved

User Generated

Nyn_tfx

Engineering

King Fahad university

Description

Support and Hint to complete the project Software:

In addition to hand calculations, it is recommended to use the free software MDSolids for the following:

1. Force analysis to get the reaction forces

2. Shear force and bending moment diagrams

3. Slope and deflection diagrams The download link is as follows:

http://web.mst.edu/~mdsolids/download.htm

Assumptions: Assume a minimum design factor of 2.0 and make necessary assumptions to optimize your design. You can ignore the weights and friction in the calculations.

Unformatted Attachment Preview

The powder compaction mechanism shown in the sketch (Fig. 1a) is to be designed such that the maximum compaction force, F comp = 2 kN. The dimensions at the point of maximum compression depth are clearly shown in the Figure. You are required to: 1) Draw free body diagrams for the frame (p1), input arm (p2), connecting rod (p3), compaction ram (p4) and mounting brackets (p5 & p6). 2) Calculate all the loads acting on the frame (p1), input arm (p2), connecting rod (p3), compaction ram (p4) and mounting brackets (p5 & p6). 3) Design the input arm (p2) and connecting rod (p3) based on static stress analysis. Select suitable materials and reasonable cross sections for the parts p2 and p3. Also, check for linear and transverse deflections in these parts.Fin 450 E Hp5 119.9 p4 62.9 60.64° p3 D 10 Fp6 42 AB=105 AC=304.6 BD=172 156.2 p2 165 Fcomp B All lengths in mm 148.4 Y p1 15.64° Figure 1a 27 p4 slides in p5 & p6 00 Figure 1c: Bracket (p5 & p6) Compaction 243 Ram Powder Figure 1b:Cylinder
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Explanation & Answer

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z-0.50

-0.38

-0.25

-0.13

0.00

0.13

0.25

0.38

0.50

0.63

0.75

0.88

1.00

1.13

1.25

1.38

-0.63

x

1

Free version

0.00

1.50

0.13

1.63

HEA120

0.25

1.75

-0.38

LC1

7

4

H

58

12

0
12
EA

6

0.75

-0.25

1.88

9

HE 120
A
2

0.88

HEA120
HEA120

2.00

0.38

20
A1

1.00

HE

3

6
4

3

5

1.50

1.38

1.25

1.13

0.63

0.50

-0.13

z-0.50

-0.38

-0.25

-0.13

x

-0.25

Distributed loads

-0.63

0.00

0.13
0 25 [ ]

0.20 [kN/m]

HEA120

0
0.0

0.00

0.13

0.25

0.38

0.50

0.63

0.75

0.88

1.00

1.13

1.25

1.38

1.50

1.63

2
0.0

0 17 [ ]

-0.01-0.01

0.010.01 --0.01
-0.01-0.01
1-0.01
1

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6 [m
0 .8

2
0.0

12

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