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Degger [83]
2 years ago
5

A punch press similar to that of the example given in class is to punch holes of diameter up to 0.75 inch through steel plate up

to 0.375 inch thick. The shear strength of the steel will range up to 60,000 psi. The rated speed of the motor (maximum) is 1500 rpm and a 10% drop in motor speed is allowable. If holes are to be punched at a maximum rate of 1 per second, find the required flywheel inertia and motor power
Engineering
1 answer:
Phoenix [80]2 years ago
5 0

Answer:

power required = 1123.07 W

flywheel inertia  = 0.479 kg/m²

Explanation:

given data

diameter = 0.75 inch = 19.05 mm

thickness  = 0.375 inch = 9.525 mm

shear strength = 60,000 psi = 413.68 N/mm²

speed = 1500 rpm  

drop motor speed = 10%

punched at a maximum rate = 1 per second

solution

we know here drop motor speed = 10%

so speed will be = 1500 × 10%  = 150

so speed remaining will be

N = (1500 + 1350) ÷ 2  

N = 1425 rpm

and ω will be

ω = \frac{2\pi N}{60}     .........1

put here value

ω = \frac{2 \times \pi \times 1425}{60}  

ω = 149.22

and

area will be

Area = π × diameter × thickness    ....................2

Area = π × 19.05 × 9.525

Area =  570.045 mm²

and

maximum shear forced is required is

maximum shear force = area × shear force    ..........3

maximum shear force = 570.045 × 413.68  

maximum shear force = 235816.2156 N

and

energy required for punching that is

energy required = average maximum shear force × displace   ..............4

energy required = ( 235816.2156 × 9.525 × 10^{-3} )  ÷ 2

energy required = 1123.074727 N-m

so here power required will be

power required = energy required × no of hole per second      .............5

power required =  1123.07 ×  1

power required = 1123.07 W

and

flywheel inertia is express as

Energy  = I × ω²  × Cs    ....................6

here Cs = \frac{150}{1425}  

Cs = 0.1052

put value in equation 6 we will get

1123.07  = I × (149.22)²  × 0.1052

solve it we get

flywheel inertia  = 0.479 kg/m²

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Answer:

Ψ = 10(y^2) + c

<em><u>y = 1.067m</u></em>

Explanation:

since the flow is one dimensional in positive X direction, the only velocity component is in X, which is denoted by u

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we find the u in terms of y; u varies linearly wih y

we use similiraty to find the relation

32/1.6 =<em>u/y</em>

<em><u>u = 20y</u></em>

<em><u>Ψ = ∫20ydy</u></em>

<em><u>Ψ = 10(y^2) + c</u></em>

<em><u>(b)</u></em>

<em><u>the flow is half below y = 1.6*(2/3)=1.067 m</u></em>

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2 years ago
The ingredient weights for making 1 yd (cyd) of concrete by assuming aggregates in SSD state are given below. The volume of air
Pachacha [2.7K]

Answer:

Explanation:

Ans) Given batch weight of each component :

Cement = 700 lb

Water = 315 lb

Coarse aggregate = 1575 lb

Fine aggregate = 1100 lb

Part 1) Amount of water = 328.5 lb

Amount of water is needed to be increased if the aggregates has absorption capacity, To maintain constant water cement ratio, the mixing water is increased because some of the water is absorbed by aggregates.

Amount of water absorbed = 328.5 lb - 315 lb = 13.5 lb

Total amount of aggregates = 1575 + 1100 = 2675 lb

=> % Absorption capacity = 13.5 x 100 / 2675 = 0.5 %

Hence, new amount of Coarse aggregate = (1 - 0.005) x 1575 lb = 1567.125 lb

New amount of fine aggregate = (1 - 0.005) x 1100 = 1094.5 lb

Since, water cement ratio is maintained constant , amount of cement remains unchanged

=> Volume of water = 328.5 / 62.4 = 5.26 ft3

=> Volume of cement = 700 / (3.15 x 62.4) = 3.56 ft3

=> Volume of coarse aggregate = 1567.125 / (2.4 x 62.4) = 10.46 ft3

=> Volume of fine aggregate = 1100 / (2.4 x 62.4) = 7.34 ft3

Volume of air = 2% = 0.02 x 27 = 0.54 ft3

Total concrete volume = 5.26 + 3.56 + 10.46 + 7.34 + 0.54 \approx 27 ft3 = 1 yd3

Hence, calculated amount of each component is correct

Part 2) We know, minus sign indicated that the aggregate will absorb some moisture from concrete, hence mixing water amount needed to be corrected .

=> Amount of water absorbed by coarse aggregate = 0.01 x 1567.125 lb = 15.67 lb

=> Amount of water absorbed by fine aggregate = 0.02 x 1094.50 lb = 21.89 lb

Total amount of water absorbed = 15.67 + 21.89 = 37.56 lb

To maintain same water cement ratio, amount of mixing water is needed to be increased

=> Corrected amount of mixing water = 328.5 lb + 37.56 lb = 366 lb

=> Corrected amount of coarse aggregate = (1 - 0.01) x 1567.125 = 1551.45 lb

=> Corrected amount of fine aggregate = (1 - 0.02) x 1094.5 = 1072.6 lb

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Unit weight = Sum of weight of each material / Total volume

=> Sum of weight = 366 + 700 + 1551.45 + 1072.6 = 3690.05 lb

Total volume = 1 yd3 or 27 ft3

=> Expected Unit Weight = 3690.05 lb / 27 ft3 = 136.67 lb/ft3

Also, Concrete Yield = Weight of all components / Unit weight of concrete

=> Yield = 3690.05 / 136.67 = 27 ft3 or 1 yd3

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2 years ago
A three-point bending test was performed on an aluminum oxide specimen having a circular cross section of radius 3.5 mm (0.14 in
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To resolve this problem we have,

R=3.5mm\\F_f1=950N\\L_1=50mm\\b=12mm\\L_2=40mm

F_{f2} is unknown.

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After that, we can calculate the flexural strenght for the square cross section using the previously value.

\sigma{fs}=\frac{F_{f2}L}{\pi R^3}\\(352.65*10^6)=\frac{3Ff(40*10^{-3})}{2(12*10^{-10})}\\F_{f2}=\frac{352.65*10^6}{34722.22}\\F_{f2}=10156.32N\\F_{f2}=10.2kN

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(a) If 15 kW of power from a heat reservoir at 500 K is input into a heat engine with an efficiency of 37%, what is the power ou
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Answer:

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