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vredina [299]
3 years ago
10

How old are you in dog years and

Engineering
2 answers:
bulgar [2K]3 years ago
7 0

Answer:

It depends but on average I am 86 years old (I'm 14)

Explanation:

denis-greek [22]3 years ago
6 0
Ives going fbdjdejdhshd dndjd
You might be interested in
25°C is flowing in a covered irrigation ditch below ground. Every 100 ft, there is a vent line with a 1.0 in. inside diameter an
Gnesinka [82]

The total evaporation loss of water is 87.873 ×10^{-5}  lbm /day.

<u>Explanation:</u>

Assume A is the water and B is air.

A is diffusing to non diffusing B.

N_{A}=\frac{D_{A B} P}{R T Z P_{B/ M}}\left(P_{A_{1}} \ - P_{B_{2}}\right)

By the table 6.2 - 1 at 25°C, the diffusivity of air and water system is 0.260 \times 10^{-4} \mathrm{m}^{2} / \mathrm{s}.

Total pressure P = 1 atm = 101.325 KPa

P_{A_{1} } = 23.76 mm Hg

P_{A_{1} } = \frac{23.76}{760}

P_{A_{1} } = 0.03126 atm

P_{A_{1} } = 3.167 K Pa

When air surrounded is dry air, then PA_{2} = 0 mm Hg

R = 8.314 \frac{K P a \cdot m^{3}}{mol \cdot k}

P_{B/M} = \frac{P_{B_{1}}-P_{B_{2}}}{\ln \left(P_{B_{1}} / P_{B_{2}}\right)}

P_{B_{1}}=P_{T}-P_{A1_{}}

= 101.325 - 3.167

P_{B_{1} } = 98.158 K Pa

P_{B_{2}}=P_{T}-P_{A_{2}}

P_{B_{2} } = 101.325 - 0

P_{B_{2} } = 101.325 K Pa

P_{B / M}=\frac{98.158-101.325}{\ln (98.158 / 101 \cdot 325)}

P_{B/M} = 99.733 K Pa

Z = 1 ft = 0.3048 m

T = 298 K

N_{A} =  \frac{(0.206*10^{-4})(101.325)(3.167 - 0) }{(8.314) ( 298 )( 0.3048 )( 99.733 ) }

N_{A} = 0.11077 × 10^{-6} mol/ m^{2}.s

N_{A} = 0.11077 × 10^{-6} × 18 × (60×60×24)

N_{A} = 0.1723 lb_{m} / m^{2}.day

\tilde{N}_{A}=N_{A} \times Area

Area of individual pipe is

A=\frac{\pi}{4}(0.0254)^{2}

A = 0.00051 m^{2}

\bar{N}_{\boldsymbol{A}} = 0.1723 × 0.00051

\bar{N}_{\boldsymbol{A}} = 0.000087873 lbm/day

In 1000 ft length of ditch,there will be a 10 pipes. The amount of evaporation water is

= 10 × 0.000087873 = 0.00087873 lbm /day

The total evaporation loss of water is 87.873 ×10^{-5}  lbm /day.

5 0
3 years ago
Problem 1 (10 points) In the first homework you were instructed to design the mechanical components of an oscillating compact di
Ilya [14]

Answer:

Problem 1 (10 points) In the first homework you were instructed to design the mechanical components of an oscillating compact disc reader. Since you did such a good job in your design, the company decided to work with you in their latest Blue-ray readers, as well. However, this time the task is that once the user hits eject button, the motor that spins the disc slows down from 2000 rpm to 300 rpm and at 300 rpm a passive torsional spring-damper mechanism engages to decelerate and stop the disc. Here, your task is to design this spring-damper system such that the disc comes to rest without any oscillations. The rotational inertia of the disc (J) is 2.5 x 10-5kg m² and the torsional spring constant (k) is 5 × 10¬³NM. Calculate the critical damping coefficient cc for the system. choice of the damper, bear in mind that a good engineer stays at least a factor of In your 2 away from the danger zone (i.e., oscillations in this case). Use the Runge Kutta method to simulate the time dependent angular position of the disc, using the value of damping coefficient (c) that calculated. you Figure 1: Blue-ray disc and torsional spring-damper system.

5 0
3 years ago
A square plate of titanium is 12cm along the top, 12cm on the right side, and 5mm thick. A normal tensile force of 15kN is appli
lukranit [14]

Answer:

For the Top Side

- Strain ε  = 0.00021739

- Elongation is 0.00260868 cm

For The Right side

- Strain ε  = 0.00021739

-Elongation is 0.00347826 cm

Explanation:

Given the data in the question;

Length of the squared titanium plate = 12 cm by 12 cm = 0.12 m by 0.12 m

Thickness = 5 mm = 0.005 m

Force to the Top F_t = 15 kN = 15000 Newton

Force to the right F_r = 20 kN = 20000 Newton

elastic modulus, E = 115 GPa = 115 × 10⁹ pascal

Now, For the Top Side;

- Strain = σ/E = F_t  / AE

we substitute

= 15000 / ( 0.12 × 0.005 × (115 × 10⁹) )

= 15000 / 69000000

Strain ε  = 0.00021739

- Elongation

Δl = ε × l

we substitute

Δl = 0.00021739 ×  12 cm

Δl = 0.00260868 cm

Hence, Elongation is 0.00260868 cm

For The Right side

- Strain = σ/E = F_r  / AE

we substitute

Strain = 20000 / ( 0.12 × 0.005 × (115 × 10⁹) )

= 20000 / 69000000

Strain ε = 0.000289855

- Elongation

Δl = ε × l

we substitute

Δl = 0.000289855×  12 cm

Δl = 0.00347826 cm

Hence, Elongation is 0.00347826 cm

5 0
3 years ago
A wing component on an aircraft is fabricated from an aluminum alloy that has a plane strain fracture toughness of 27 . It has b
Mamont248 [21]

Answer:

The stress level at which fracture will occur for a critical internal crack length of 6.2mm is 135.78MPa

Explanation:

Given data;

Let,

critical stress required for initiating crack propagation Cc = 112MPa

plain strain fracture toughness = 27.0MPa

surface length of the crack = a

dimensionless parameter = Y.

Half length of the internal crack, a = length of surface crack/2 = 8.8/2 = 4.4mm = 4.4*10-³m

Also for 6.2mm length of surface crack;

Half length of the internal crack = length of surface crack/2 = 6.2/2 = 3.1mm = 3.1*10-³m

The dimensionless parameter

Cc = Kic/(Y*√pia*a)

Y = Kic/(Cc*√pia*a)

Y = 27/(112*√pia*4.4*10-³)

Y = 2.05

Now,

Cc = Kic/(Y*√pia*a)

Cc = 27/(2.05*√pia*3.1*10-³)

Cc = 135.78MPa

The stress level at which fracture will occur for a critical internal crack length of 6.2mm is 135.78MPa

For more understanding, I have provided an attachment to the solution.

4 0
4 years ago
Gold and silver rings can receive an arc and turn molten. True or False
liubo4ka [24]
The answer is False!
The answer is false
8 0
3 years ago
Read 2 more answers
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