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Wewaii [24]
4 years ago
10

Polymers can be natural or synthetic. a)-True b)- false?

Engineering
1 answer:
Olenka [21]4 years ago
8 0

Answer:

TRUE

Explanation:

Polymers can be natural as well as synthetic

The polymer which are found in nature are called natural polymer tease polymer are not synthesized, they are found in nature

Example of natural polymers is cellulose, proteins etc

On the other hand synthetic polymers are not found in nature they are synthesized in market

There are many example of synthetic polymer

Example : nylon, Teflon etc  

So it is a true statement

You might be interested in
2.) A fluid moves in a steady manner between two sections in a flow
Talja [164]

Answer:

250\ \text{lbm/min}

625\ \text{ft/min}

Explanation:

A_1 = Area of section 1 = 10\ \text{ft}^2

V_1 = Velocity of water at section 1 = 100 ft/min

v_1 = Specific volume at section 1 = 4\ \text{ft}^3/\text{lbm}

\rho = Density of fluid = 0.2\ \text{lb/ft}^3

A_2 = Area of section 2 = 2\ \text{ft}^2

Mass flow rate is given by

m=\rho A_1V_1=\dfrac{A_1V_1}{v_1}\\\Rightarrow m=\dfrac{10\times 100}{4}\\\Rightarrow m=250\ \text{lbm/min}

The mass flow rate through the pipe is 250\ \text{lbm/min}

As the mass flowing through the pipe is conserved we know that the mass flow rate at section 2 will be the same as section 1

m=\rho A_2V_2\\\Rightarrow V_2=\dfrac{m}{\rho A_2}\\\Rightarrow V_2=\dfrac{250}{0.2\times 2}\\\Rightarrow V_2=625\ \text{ft/min}

The speed at section 2 is 625\ \text{ft/min}.

3 0
3 years ago
A civil engineer is performing a tensile test on a brick using a tension machine. Immediately after he adds the first weight, th
ki77a [65]
A high elastic modulus of brick
7 0
3 years ago
A liquid drug, with the viscosity and density of water, is to be administered through a hypodermic needle. The inside diameter o
vredina [299]

Answer:

(a) The maximum volume flow rate for which the flow will be laminar is 0.0190 cubic meter per second

(b) The pressure drop required to deliver the maximum flow rate is 148962.96 Pascal

(c) The corresponding wall shear stress is 7600 Pascal

Explanation:

Reynolds number = 2299, density of water = 1000kg/m^3, diameter of needle = 0.27mm = 0.00027m, Length of needle = 50mm = 0.05m, viscosity of water = 0.00089kg/ms, area = 0.05m × 0.05m = 0.0025m^2, coefficient of friction = 64 ÷ Reynolds number = 64 ÷ 2299 = 0.028

Velocity = (Reynolds number × viscosity) ÷ (density × diameter) = (2299 × 0.00089) ÷ (1000 × 0.00027) = 2.046 ÷ 0.27 = 7.58m/s

(a) Maximum volume flow rate = velocity × area of needle = 7.58 × 0.0025 = 0.0190 cubic meter per second

(b) Pressure drop = ( coefficient of friction × length × density × velocity^2) ÷ (2 × diameter) = (0.028 × 0.05 × 1000 × 7.58^2) ÷ (2 × 0.00027) = 80.44 ÷ 0.00054 = 148962.96 Pascal

(c) Wall shear stress = (density × volume flow rate) ÷ area = (1000 × 0.0190) ÷ 0.0025 = 7600 Pascal

7 0
3 years ago
One good way to improve your gas Milage is to ___.
VashaNatasha [74]

Answer: B

Explanation:

One good way to improve your gas mileage is to accelerate smoothly and directly to a safe speed.

Hope this helps!

5 0
3 years ago
Read 2 more answers
The 2-lb block is released from rest at A and slides down along the smooth cylindrical surface. Of the attached spring has a sti
MA_775_DIABLO [31]

Answer:

L = 4.574 ft

Explanation:

Given:

- The weight of the block W = 2 lb

- The initial velocity of the block v_i = 0

- The stiffness of the spring k = 2 lb/ft

- The radius of the cylindrical surface r = 2 ft

Find:

Determine its unstretched length so that it does not allow the block to leave the surface until θ= 60°.

Solution:

- Compute the velocity of the block at θ= 60°. Use Newton's second equation of motion in direction normal to the surface.

                           F_n = m*a_n

Where, a_n is the centripetal acceleration or normal component of acceleration as follows:

                           a_n = v^2_2 / r

- Substitute:

                          F_n = m*v^2_2 / r

Where, F_n normal force acting on block by the surface is:

                          F_n = W*cos(θ)

- Substitute:

                          W*cos(θ) = m*v^2_2 / r

                          v_2 = sqrt ( r*g*cos(θ) )

- Plug in the values:

                          v^2_2 = 2*32.2*cos(60)

                          v^2_2 = 32.2 (ft/s)^2

- Apply the conservation of energy between points A and B where θ= 60° :

                      T_A + V_A = T_B + V_B

Where,

                      T_A : Kinetic energy of the block at inital position = 0

                      V_A: potential energy of the block inital position

                      V_A = 0.5*k*x_A^2

                      x_A = 2*pi - L            ..... ( L is the original length )

                      V_A = 0.5*2*(2*pi - L)^2 =(2*pi - L)^2

                      T_B = 0.5*W/g*v_2^2 = 0.5*2 / 32.2 *32.2 = 1

                      V_B = 0.5*k*x_B^2 + W*2*cos(60)

                      x_B = 2*0.75*pi - L            ..... ( L is the original length )

                      V_B = 0.5*2*(1.5*pi - L)^2 + 2*1 = 2 + ( 1.5*pi - L )^2

- Input the respective energies back in to the conservation expression:

                      0 + (2*pi - L)^2 = 1 + 2 + ( 1.5*pi - L )^2

                      4pi^2 - 4*pi*L + L^2 = 3 + 2.25*pi^2 - 3*pi*L + L^2

                      pi*L = 1.75*pi^2 - 3

                         L = 4.574 ft

                         

3 0
3 years ago
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