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lara31 [8.8K]
3 years ago
11

Who has good grades in school like A's B's dm me

Engineering
2 answers:
serious [3.7K]3 years ago
8 0
Why do you need help with school work
siniylev [52]3 years ago
4 0

Answer:

I do

Explanation:

You might be interested in
A rigid tank having 25 m3 volume initially contains air having a density of 1.25 kg/m3, then more air is supplied to the tank fr
Hoochie [10]

Answer:

\Delta m = 102.25\,kg

Explanation:

The mass inside the rigid tank before the high pressure stream enters is:

m_{o} = \rho_{air}\cdot V_{tank}

m_{o} = (1.25\,\frac{kg}{m^{3}} )\cdot (25\,m^{3})

m_{o} = 31.25\,kg

The final mass inside the rigid tank is:

m_{f} = \rho \cdot V_{tank}

m_{f} = (5.34\,\frac{kg}{m^{3}} )\cdot (25\,m^{3})

m_{f}= 133.5\,kg

The supplied air mass is:

\Delta m = m_{f}-m_{o}

\Delta m = 133.5\,kg-31.25\,kg

\Delta m = 102.25\,kg

4 0
3 years ago
The elevation of the end of the steel beam supported by a concrete floor is adjusted by means of the steel wedges E and F. The b
Wewaii [24]

Answer:

a) P ≥ 22.164 Kips

b) Q = 5.4 Kips

Explanation:

GIven

W = 18 Kips

μ₁ = 0.30

μ₂ = 0.60

a) P = ?

We get F₁  and F₂ as follows:

F₁ = μ₁*W = 0.30*18 Kips = 5.4 Kips

F₂ = μ₂*Nef = 0.6*Nef

Then, we apply

∑Fy = 0   (+↑)

Nef*Cos 12º -  F₂*Sin 12º = W

⇒   Nef*Cos 12º -  (0.6*Nef)*Sin 12º = 18

⇒   Nef = 21.09 Kips

Wedge moves if

P ≥ F₁ + F₂*Cos 12º + Nef*Sin 12º

⇒  P ≥ 5.4 Kips + 0.6*21.09 Kips*Cos 12º + 21.09 Kips*Sin 12º

⇒  P ≥ 22.164 Kips

b) For the static equilibrium of base plate

Q = F₁ = 5.4 Kips

We can see the pic shown in order to understand the question.

7 0
3 years ago
Read 2 more answers
A strip ofmetal is originally 1.2m long. Itis stretched in three steps: first to a length of 1.6m, then to 2.2 m, and finally to
andreyandreev [35.5K]

Answer:

strains for the respective cases are

0.287

0.318

0.127

and for the entire process 0.733

Explanation:

The formula for the true strain is given as:

\epsilon =\ln \frac{l}{l_{o}}

Where

\epsilon = True strain

l= length of the member after deformation

l_{o} = original length of the member

<u>Now for the first case we have</u>

l= 1.6m

l_{o} = 1.2m

thus,

\epsilon =\ln \frac{1.6}{1.2}

\epsilon =0.287

<u>similarly for the second case we have</u>

l= 2.2m

l_{o} = 1.6m   (as the length is changing from 1.6m in this case)

thus,

\epsilon =\ln \frac{2.2}{1.6}

\epsilon =0.318

<u>Now for the third case</u>

l= 2.5m

l_{o} = 2.2m

thus,

\epsilon =\ln \frac{2.5}{2.2}

\epsilon =0.127

<u>Now the true strain for the entire process</u>

l=2.5m

l_{o} = 1.2m

thus,

\epsilon =\ln \frac{2.5}{1.2}

\epsilon =0.733

6 0
3 years ago
Water flows in a tube that has a diameter of D= 0.1 m. Determine the Reynolds number if the average velocity is 10 diameters per
Cloud [144]

Answer:

a) Re_{D} = 111896.745, b) Re_{D} = 1.119\times 10^{-7}

Explanation:

a) The Reynolds number for the water flowing in a circular tube is:

Re_{D} = \frac{\rho\cdot v\cdot D}{\mu}

Let assume that density and dynamic viscosity at 25 °C are 997\,\frac{kg}{m^{3}} 0.891\times 10^{-3}\,\frac{kg}{m\cdot s}, respectively. Then:

Re_{D}=\frac{(997\,\frac{kg}{m^{3}} )\cdot (1\,\frac{m}{s} )\cdot (0.1\,m)}{0.891\times 10^{-3}\,\frac{kg}{m\cdot s} }

Re_{D} = 111896.745

b) The result is:

Re_{D}=\frac{(997\,\frac{kg}{m^{3}} )\cdot (10^{-6}\,\frac{m}{s} )\cdot (10^{-7}\,m)}{0.891\times 10^{-3}\,\frac{kg}{m\cdot s} }

Re_{D} = 1.119\times 10^{-7}

6 0
4 years ago
Air flows through a rectangular section Venturi channel . The width of the channel is 0.06 m; The height at the inlet (1) and ou
nataly862011 [7]

Answer:

a) Q = 1.3044 m^3 / s

b) h2 = 0.37 m

c) Pi = Pe = Patm = 101.325 KPa

Explanation:

Given:-

- The constant width of the rectangular channel, b = 0.06 m

- The density of air, ρa = 1.23 kg/m^3

- The density of water, ρw = 1000 kg / m^3

- The height of the channel at inlet and exit, hi = he = 0.04 m

- The height of the channel at point 2 = h2

- The height of the channel at point 3 - Throat , ht = 0.02 m

- The change height of the water in barometer at throat, ΔHt = 0.1 m

- The change height of the water in barometer at point 2, ΔH2 = 0.05 m  

- The flow rate = Q

Solution:-

- The flow rate ( Q ) of air through the venturi remains constant because the air is assumed to be incompressible i.e ( constant density ). We have steady state conditions for the flow of air.

- So from continuity equation of mass flow rate of air we have:

                         m ( flow ) = ρa*An*Vn = Constant

Where,

             Ai : The area of the channel at nth point

             Vi : The velocity of air at nth point.

- Since, the density of air remains constant throughout then we can say that flow rate ( Q ) remains constant as per continuity equation:

                        Q = m ( flow ) / ρa

Hence,

                        Q = Ai*Vi = A2*V2 = At*Vt = Ae*Ve

- We know that free jet conditions apply at the exit i.e the exit air is exposed to atmospheric pressure P_atm.

- We will apply the bernoulli's principle between the points of throat and exit.

Assuming no changes in elevation between two points and the effect of friction forces on the fluid ( air ) are negligible.

                       Pt + 0.5*ρa*Vt^2 = Pe + 0.5*ρa*Ve^2

- To determine the gauge pressure at the throat area ( Pt ) we can make use of the barometer principle.

- There is an atmospheric pressure acting on the water contained in the barometric tube ( throat area ). We see there is a rise of water by ( ΔHt ).

- The rise in water occurs due to the pressure difference i.e the pressure inside the tube ( Pt ) and the pressure acting on the water free surface i.e ( Patm ).

- The change in static pressure leads to a change in head of the fluid.

Therefore from Barometer principle, we have:

              Patm - Pt-abs = pw*g*ΔHt

              101,325 - Pt-abs = 1000*9.81*0.1

              Pt-abs = 101,325 - 981

              Pt-abs = 100,344 Pa ..... Absolute pressure

- We will convert the absolute pressure into gauge pressure by the following relation:

             Pt = Pt-abs - Patm

             Pt = 100,344 - 101,325

             Pt = -981 Pa  ... Gauge pressure  

- Now we will use the continuity equation for points of throat area and exit.

            At*Vt = Ae*Ve

            b*ht*Vt = b*he*Ve

            Ve = ( ht / he ) * Vt

            Ve = ( 0.02 / 0.04 ) * Vt

            Ve = 0.5*Vt

           

- Now substitute the pressure at throat area ( Pt ) and the exit velocity ( Ve ) into the bernoulli's equation expressed before:

            Pt + 0.5*ρa*Vt^2 = 0 + 0.5*ρa*( 0.5*Vt )^2

            -981  = 0.5*ρa*( 0.25*Vt^2 - Vt^2 )

            -981 = - 0.1875*ρa*Vt^2

            Vt^2 = 981 / ( 0.1875*1.23 )

            Vt = √4253.65853

            Vt = 65.22 m/s

- The flow rate ( Q ) of air in the venturi is as follows:

            Q = At*Vt

            Q = ( 0.02 )*( 65.22 )

            Q = 1.3044 m^3 / s   ..... Answer part a

- We will apply the bernoulli's principle between the points of throat and point 2.

Assuming no changes in elevation between two points and the effect of friction forces on the fluid ( air ) are negligible.

                       Pt + 0.5*ρa*Vt^2 = P2 + 0.5*ρa*V2^2

- To determine the gauge pressure at point 2 ( P2 ) we can make use of the barometer principle.

Therefore from Barometer principle, we have:

              Patm - P2-abs = pw*g*ΔH2

              101,325 - P2-abs = 1000*9.81*0.05

              P2-abs = 101,325 - 490.5

              Pt-abs = 100834.5 Pa ..... Absolute pressure

- We will convert the absolute pressure into gauge pressure by the following relation:

             P2 = P2-abs - Patm

             Pt = 100,344 - 100834.5

             Pt = -490.5 Pa  ... Gauge pressure            

- Now substitute the pressure at point 2 ( P2 )  bernoulli's equation expressed before:

            Pt + 0.5*ρa*Vt^2 = P2 + 0.5*ρa*( V2 )^2

            ( Pt - P2 ) + 0.5*ρa*Vt^2 = 0.5*ρa*( V2 )^2

            2*( Pt - P2 ) / ρa + Vt^2 = V2^2

            2*( -981 + 490.5 ) / 1.23 + 65.22^2 = V2^2

            -981/1.23 + 4253.6484 = V2^2

            V2 = √3456.08742

            V2 = 58.79 m/s

- The flow rate ( Q ) of air in the venturi remains constant is as follows:

            Q = A2*V2

            Q = b*h2*V2

            h2 = Q / b*V2  

            h2 = 1.3044 / ( 0.06*58.79)

            h2 = 0.37 m      ..... Answer part b

- We will apply the bernoulli's principle between the points of inlet and exit.

Assuming no changes in elevation between two points and the effect of friction forces on the fluid ( air ) are negligible.

                       Pi + 0.5*ρa*Vi^2 = Pe + 0.5*ρa*Ve^2

- Now we will use the continuity equation for points of inlet area and exit.

            Ai*Vi = Ae*Ve

            b*hi*Vi = b*he*Ve

            Vi = ( he / hi ) * Ve

            Vi = ( 0.04 / 0.04 ) * 0.5*Vt

            Vi = Ve = 0.5*Vt = 0.5*65.22 = 32.61 m/s

- Now substitute the velocity at inlet in bernoulli's equation expressed before:

            Pi + 0.5*ρa*Vi^2 = 0 + 0.5*ρa*( Ve )^2

           

Since, Vi = Ve then:

           Pi = Pe = 0 ( gauge pressure ).

           Pi = Pe = Patm = 101.325 KPa

Comment: If the viscous effects are considered then the Pressure at the inlet must be higher than the exit pressure to do work against the viscous forces to drive the fluid through the venturi assuming the conditions at every other point remains same.

8 0
3 years ago
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