The statements "As shape factor increases, compression modulus, Ec decreases" and "As shape factor, SF, increases, stiffness increases" are false, whereas the statement "As durometer increases, compression modulus, Ec, increases" is true.
As shape factor increases, compression modulus, Ec decreases is false. As durometer increases, compression modulus, Ec, increases is true. As shape factor, SF, increases, stiffness increases is false.
:Compression modulus (Ec) is the ratio of the difference in stress and corresponding strain when a material is compressed within its linear elastic range.
As the shape factor increases, there is no impact on the compression modulus, and it remains constant; thus, the statement "As shape factor increases, compression modulus, Ec decreases" is false.Durometer is a unit of measurement used to quantify the hardness of materials, such as rubber, plastic, and silicone. The higher the durometer, the harder the material.
The compression modulus (Ec) increases as the durometer increases, which implies that the stiffness of the material increases. As a result, the statement "As durometer increases, compression modulus, Ec, increases" is true.As the shape factor (SF) increases, the stiffness of the material decreases, implying that the compression modulus (Ec) decreases as well. As a result, the statement "As shape factor, SF, increases, stiffness increases" is false.
In conclusion, the statements "As shape factor increases, compression modulus, Ec decreases" and "As shape factor, SF, increases, stiffness increases" are false, whereas the statement "As durometer increases, compression modulus, Ec, increases" is true.
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We are living in a world dominated by petrochemical products. Despite the immense convenience offered by petrochemical products (e.g. plastic bags, gasoline, etc.), they are always believed to be the primary reason for global warming. Renewable energy and more sustainable materials may be the answer. However, their development remains very challenging in most countries. Discuss any three (3) factors that hinder them from progressing. Please provide solid justification to support your argument.
Three factors that hinder the progress of renewable energy and sustainable materials are: Limited Infrastructure and Investment, Political and Regulatory Barriers, Technological Limitations and Scalability.
1. Limited Infrastructure and Investment: The transition to renewable energy requires significant infrastructure development, such as solar and wind farms, and a robust grid system for efficient distribution. However, the initial investment costs for setting up such infrastructure are often high, and the return on investment may take time. Many countries face financial constraints and prioritize immediate needs over long-term sustainability, making it challenging to allocate sufficient funds for renewable energy projects.
2. Political and Regulatory Barriers: The political landscape plays a crucial role in shaping energy policies and regulations. In some cases, there is a lack of political will to prioritize renewable energy over traditional fossil fuels. Political interests, lobbying, and the influence of the fossil fuel industry can hinder the adoption of renewable energy sources. Additionally, regulatory frameworks may not provide adequate support or incentives for renewable energy development, making it difficult for new technologies to thrive.
3. Technological Limitations and Scalability: Renewable energy technologies are still evolving and face challenges related to efficiency, storage, and scalability. While advancements have been made, there is a need for further research and development to improve the performance and cost-effectiveness of renewable energy systems. Additionally, integrating renewable energy into existing infrastructure and addressing the intermittency of certain sources like solar and wind pose technical challenges that require innovative solutions.
To overcome these hindrances, governments and organizations need to prioritize long-term sustainability, provide financial incentives and support for renewable energy projects, revise regulatory frameworks to favor clean energy, invest in research and development, and promote public awareness about the benefits of renewable energy for mitigating climate change.
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why and how cyclohexene react with sulphuric acid and why cyclohexane does not react with sulphuric acid
Cyclohexene reacts with sulfuric acid due to its double bond, while cyclohexane does not react because it lacks a double bond.
Sulfuric acid is a strong dehydrating agent, which can remove water from organic molecules and create new products. Cyclohexene reacts with sulfuric acid to form cyclohexylhydrogensulfate. However, cyclohexane does not react with sulfuric acid because it is a saturated hydrocarbon and lacks the double bond that is necessary for the reaction to take place.
The reaction of cyclohexene and sulfuric acid is shown below:
C6H10 + H2SO4 -> C6H11HSO4
The reaction is an example of electrophilic addition because the sulfuric acid acts as an electrophile, or electron-poor species, that is attracted to the double bond of cyclohexene, which is electron-rich. The double bond breaks, and the hydrogen ion (H+) from sulfuric acid attaches to one of the carbon atoms that used to form the double bond. The product is an alkyl hydrogensulfate, which is an important intermediate in the synthesis of alcohols.
In summary, cyclohexene reacts with sulfuric acid because it has a double bond that can act as an electron-rich site for electrophilic attack. Cyclohexane does not react with sulfuric acid because it lacks the double bond and is therefore not susceptible to electrophilic addition.
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Define a ring homomorphism from Z[x] to Z[x]/I for each of the following ideal I: a. I = xZ[x] b. I = (x + 1)Z[x]
a. The ring homomorphism from Z[x] to Z[x]/(x) maps a polynomial f(x) to its residue class modulo x.
b. The ring homomorphism from Z[x] to Z[x]/(x + 1) maps a polynomial f(x) to its residue class modulo (x + 1).
a. To define a ring homomorphism from Z[x] to Z[x]/I, where I = xZ[x], we can define the map as follows:
Let phi: Z[x] -> Z[x]/I be the ring homomorphism.
For any polynomial f(x) = a_nx^n + a_{n-1}x^{n-1} + ... + a_1x + a_0 in Z[x], we map it to its residue class in Z[x]/I.
phi(f(x)) = f(x) + I
So, phi(f(x)) is the residue class of f(x) modulo I.
b. To define a ring homomorphism from Z[x] to Z[x]/I, where I = (x + 1)Z[x], we can define the map as follows:
Let phi: Z[x] -> Z[x]/I be the ring homomorphism.
For any polynomial f(x) = a_nx^n + a_{n-1}x^{n-1} + ... + a_1x + a_0 in Z[x], we map it to its residue class in Z[x]/I.
phi(f(x)) = f(x) + I
So, phi(f(x)) is the residue class of f(x) modulo I, where the coefficients of f(x) are taken modulo (x + 1).
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L and Exercise. Apply the BFGS method to the following functions with x(¹) = () H(1) = I₂. Show that H(3) = G-¹ a. f(x) = x¹ (22)x-(8,-4)x b. f(x) = x² (5323) x + (0,1)x
1. Apply the BFGS method iteratively to update the inverse Hessian approximation matrix.
2. Repeat the steps until the desired number of iterations or convergence criteria are met to determine the final Hessian approximation.
To apply the BFGS method, we need to iteratively update the inverse Hessian approximation matrix (H) using the following steps:
1. Initialize H(1) as the identity matrix (I₂).
2. For each iteration k = 1, 2, 3, ...:
a. Compute the gradient vector g(k) = ∇f(x(k)).
b. Update the search direction vector p(k) as p(k) = -H(k) * g(k).
c. Perform a line search to find the step size α(k) that minimizes f(x(k) + α(k) * p(k)).
d. Update the new iterate x(k+1) as x(k+1) = x(k) + α(k) * p(k).
e. Compute the gradient difference vector y(k) = ∇f(x(k+1)) - ∇f(x(k)).
f. Compute the matrix H(k+1) using the BFGS formula:
H(k+1) = (I₂ - ρ(k) * s(k) * y(k)ᵀ) * H(k) * (I₂ - ρ(k) * y(k) * s(k)ᵀ) + ρ(k) * s(k) * s(k)ᵀ,
where s(k) = x(k+1) - x(k) and ρ(k) = 1 / (y(k)ᵀ * s(k)).
Now let's apply the BFGS method to the given functions:
a) f(x) = x¹ (22)x - (8,-4)x:
1. Initialize H(1) = I₂.
2. Iterate the BFGS steps until H(3) is obtained.
b) f(x) = x² (5323) x + (0,1)x:
1. Initialize H(1) = I₂.
2. Iterate the BFGS steps until H(3) is obtained.
By following these steps and performing the necessary calculations, you can determine H(3) for both functions.
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Consider a peptide: Glu-Glu-His-Trp-Ser-Gly-Leu-Arg-Pro-Gly-His
If the pKa values for the sidechains of Glu, His, Arg, and Lys are 4.3, 6.0, 12.5, and 9.7, respectively, determine the net charge at the following pH values. Be sure to write the charge in front (for example, +1/2, +2, and -2).
pH 11: __________
pH 3: ___________
pH 8: ___________
The peptide is composed of Glu-Glu-His-Trp-Ser-Gly-Leu-Arg-Pro-Gly-His. The pKa values of the sidechains of Glu, His, Arg, and Lys are 4.3, 6.0, 12.5, and 9.7, respectively.
pH 11:At pH 11, Glu will be deprotonated, making its sidechain neutral. His, Arg, and Lys will all be protonated, which makes their sidechains positively charged. Therefore, the net charge would be: -2 -1 +1/2 = -5/2pH 3:At pH 3, Glu will be protonated, making its sidechain positively charged.
The sidechain of His will also be protonated, making it positively charged. Arg and Lys will both be protonated, making their sidechains positively charged. Therefore, the net charge would be: +2pH 8:At pH 8, Glu and His will be in their deprotonated state, so they won't have any charges. Arg and Lys will be positively charged. Therefore, the net charge would be: +2
In the given question, we have a peptide Glu-Glu-His-Trp-Ser-Gly-Leu-Arg-Pro-Gly-His. We have to find the net charge at pH 11, pH 3, and pH 8. To solve the problem, we have to look at the pKa values for the sidechains of the amino acids in the peptide. At pH 11, the sidechains of Glu and His are deprotonated, and Arg and Lys are protonated. Therefore, the net charge is -5/2. At pH 3, the sidechains of Glu, His, Arg, and Lys are all protonated. Therefore, the net charge is +2. At pH 8, the sidechains of Glu and His are deprotonated, and Arg and Lys are protonated. Therefore, the net charge is +2.
The conclusion is that the net charge depends on the pKa values of the amino acid sidechains at different pH values.
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A wood specimen with a cross section of 1 in. X1 inand a span of 12 in was tested in bending by applying a load at the middle of the span. If the maximum load is 420 lb, find the modulus of rupture of this wood.
The wood specimen has cross-sectional dimensions of 1 inch width, 1 inch height, and 1 inch height. Its span measures 12 inches and has a maximum load applied of 420 lb. The maximum bending moment is PL/4, and the section modulus is wh²/6. The maximum bending moment is 1260 inch-lb, and the modulus of the wood specimen is 7560 psi.
Given data of the wood specimen: Cross-sectional dimensions of the wood specimen are: width, w = 1 inch height, h = 1 inch The span of the specimen = 12 inches
Maximum load applied = 420 lb
Formula used for Modulus of Rupture:
Modulus of Rupture = Maximum bending moment/Section modulus
Max. bending moment (M) = PL/4
Here, P = Maximum load applied = 420 lb
L = Span of the specimen = 12 inches
Section modulus (S) = wh²/6
From the given data, width, w = 1 inch
height, h = 1 inch
span of the specimen, L = 12 inches
Substitute the above values in the formula of Section modulus:
S = wh²/6
= 1x1²/6
= 1/6 sq. inches
Substitute the value of P and L in the formula of Max. bending moment:
M = PL/4
= 420x12/4
= 1260 inch-lb
Substitute the values of M and S in the formula of Modulus of Rupture:
Modulus of Rupture = Maximum bending moment/Section modulus
= M/S= 1260/(1/6) = 7560 psi
Therefore, the Modulus of Rupture of the wood specimen is 7560 psi.
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Question 5 2 pts Activity No. 0330 is Concrete Placing for Foundation in the Temple Underground Parking Project, with an estimated cost of $73,400 for 1.200 c.y. of concrete. After two weeks, $35.540 was already spent on this activity for 690 c.y. Currently, an estimated cost of $46,660 for 850 c.y. is needed to complete this activity on the project. What is the Estimated Total Cost at Completion (ETC)? Enter the number only, without the dollar sign or comma.
the Estimated Total Cost at Completion (ETC) is $46,660.
Given, Activity No. 0330 is Concrete Placing for Foundation in the Temple Underground Parking Project
Estimated cost of $73,400 for 1.200 c.y. of concrete.
$35.540 was already spent on this activity for 690 c.y.
Currently, an estimated cost of $46,660 for 850 c.y. is needed to complete this activity on the project.
We need to find the Estimated Total Cost at Completion (ETC)
So, the formula for ETC is as follows:
ETC = Actual cost to date + Estimated cost of the work remaining
The actual cost for 690 c.y. is $35,540.
So the estimated cost for 510 c.y. is estimated to be:
Estimated cost for 510 c.y. = 46,660 - 35,540 = 11,120 dollars
And the estimated total cost at completion (ETC) is the sum of actual cost to date and estimated cost of the work remaining:
ETC = 35,540 + 11,120 = 46,660 dollars
Therefore, the Estimated Total Cost at Completion (ETC) is $46,660.
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For the matrix A below, find a nonzero vector in Nul A and a nonzero vector in Col A A = 125 013-7 0 A nonzero vector in Nul A is (Type an integer or decimal for each matrix element) A nonzero vector in Col A is (Type an integer or decimal for each matrix element)
A nonzero vector in Col A is: b(x₁, x₂, x₃) = (0, 1, 0) So, a nonzero vector in Null A is (13/7, -3, 1), and a nonzero vector in Col A is (0, 1, 0).
To find a nonzero vector in the nullspace (Nul A) and a nonzero vector in the column space (Col A) of matrix A, we first need to understand the properties of the given matrix.
The matrix A is:
[tex]A=\left[\begin{array}{ccc}1&2&5\\0&1&3\\-7&0&13\end{array}\right][/tex]
To find a nonzero vector in the nullspace (Nul A), we need to find a vector x such that Ax = 0, where 0 is the zero vector.
Setting up the equation Ax = 0, we have:
[tex]A\times x=\left[\begin{array}{ccc}1&2&5\\0&1&3\\-7&0&13\end{array}\right]*\ \begin{bmatrix}x_1 \\x_2 \\x_3\end{bmatrix}[/tex]
Expanding the matrix multiplication, we get:
x₁ + 2x₂ + 5x₃ = 0 --------- (1)
x₂ + 3x₃ = 0 --------- (2)
-7x₁ + 13x₃ = 0 --------- (3)
To find a nonzero solution for x, we can set x₃ = 1 and solve the system of equations.
Let's set x₃ = 1 and solve for x₁ and x₂.
Using Equation 2:
x₂ + 3(1) = 0
x₂ + 3 = 0
x₂ = -3
Using Equation 3:
-7x₁ + 13(1) = 0
-7x₁ + 13 = 0
-7x₁ = -13
x₁ = 13/7
Therefore, a nonzero vector in Nul A is:
(x₁, x₂, x₃) = (13/7, -3, 1)
To find a nonzero vector in the column space (Col A), we need to find a vector b such that there exists a vector x satisfying Ax = b.
We can choose a vector b that is in the column space of A. For example, let's choose b as the second column of A:
[tex]b=\begin{bmatrix}2 \\1 \\0\end{bmatrix}[/tex]
Now, we need to find a vector x such that Ax = b.
Setting up the equation Ax = b, we have:
[tex]A\times x=\left[\begin{array}{ccc}1&2&5\\0&1&3\\-7&0&13\end{array}\right]*\ \begin{bmatrix}x_1 \\x_2 \\x_3\end{bmatrix}\ =\begin{bmatrix}2 \\1\\0\end{bmatrix}[/tex]
Expanding the matrix multiplication, we get:
x₁ + 2x₂ + 5x₃ = 2 ----------- (4)
x₂ + 3x₃ = 1 ----------- (5)
-7x₁ + 13x₃ = 0 ----------- (6)
We can solve this system of equations to find the values of x₁, x₂, and x₃. However, we can observe that Equation 6 already implies that x₁ = 0, since -7x₁ + 13x₃ = 0.
Using Equation 4:
0 + 2x₂ + 5x₃ = 2
2x₂ + 5x₃ = 2
Using Equation 5:
x₂ + 3x₃ = 1
We can solve these two equations to find the values of x₂ and x₃.
From Equation 5, we can rewrite it as:
x₂ = 1 - 3x₃
Substituting this value of x₂ in
Equation 4, we get:
2(1 - 3x₃) + 5x₃ = 2
2 - 6x₃ + 5x₃ = 2
-x₃ = 0
x₃ = 0
Substituting the value of x₃ = 0 in x₂ = 1 - 3x₃, we get:
x₂ = 1 - 3(0)
x₂ = 1
Therefore, a nonzero vector in Col A is:
(x₁, x₂, x₃) = (0, 1, 0)
So, a nonzero vector in Nul A is (13/7, -3, 1), and a nonzero vector in Col A is (0, 1, 0).
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Show P(AUB) = P(A) + P(B)- P(AB). Find an expression of P(AUBUC) along the line of previous statement.
By using the inclusion-exclusion principle to find the probability of the union of three events A, B, and C we get,
P(AUBUC) = P(A) + P(B) + P(C) - P(AB) - P(AC) - P(BC) + P(ABC)
To find the probability of the union of three events A, B, and C (AUBUC), we can apply the principle of inclusion-exclusion. The principle states that to find the probability of the union of multiple events, we need to consider the individual probabilities of each event, subtract the probabilities of their intersections, and add back the probability of their common intersection.
In this case, The first step adds the probabilities of A, B, and C individually. Then, we subtract the probabilities of the intersections: P(AB), P(AC), and P(BC) to avoid counting these intersections twice. Finally, we add back the probability of the common intersection of all three events, which is represented by P(ABC). By following these steps, we obtain the expression for P(AUBUC).
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A horizontal circular cavity with a diameter of 2R,=6m is excavated in the rock mass at a depth of 400m below the surface. It is assumed that the natural stress of the rock mass is hydrostatic pressure state, and the natural density of the rock mass is p=2.7g/cm'. Please calculate: (1) The redistributed stress on the wall and 2 times of the radius of the cavity (2) If the strength parameters of the surrounding rock are Cm = 0.4MPa, m = 30°, please discuss the stability of the cavity (3) If the cavity is not stable, please calculate the radius of the plastic ring (R1) = >
The radius of the plastic ring (R1) is approximately 0.993 meters.
In summary, the redistributed stress on
(1) To calculate the redistributed stress on the wall at 2 times the radius of the cavity, we need to consider the vertical and horizontal stress components. Since the natural stress of the rock mass is in a hydrostatic pressure state, the vertical stress at a depth of 400m can be calculated using the formula:
σv = γz
where γ is the unit weight of the rock mass and z is the depth. Given that the natural density of the rock mass is 2.7 g/cm³, we can convert it to kg/m³ by dividing by 1000:
γ = 2.7 g/cm³ ÷ 1000 kg/m³ = 0.0027 kg/cm³
Now, we can calculate the vertical stress:
σv = 0.0027 kg/cm³ * 400 m = 1.08 kg/cm²
To determine the horizontal stress, we can use the empirical formula for hydrostatic stress conditions:
σh = Kσv
where K is the coefficient of lateral earth pressure. For rock masses, K is typically around 0.8. Applying this value, we find:
σh = 0.8 * 1.08 kg/cm² = 0.864 kg/cm²
Finally, to calculate the redistributed stress on the wall at 2 times the radius of the cavity, we need to add the horizontal stress to the vertical stress at that location:
Redistributed stress = σv + σh = 1.08 kg/cm² + 0.864 kg/cm² = 1.944 kg/cm²
(2) To assess the stability of the cavity, we can calculate the shear strength of the surrounding rock using the strength parameters provided. The shear strength is given by the equation:
τ = C + σn * tan(m)
where C is the cohesion and m is the friction angle. Given Cm = 0.4 MPa and m = 30°, we can substitute these values:
τ = 0.4 MPa + σn * tan(30°)
Now, we need to determine the normal stress on the cavity wall. At a depth of 400m, the vertical stress is the same as the calculated σv from part (1):
σn = σv = 1.08 kg/cm²
Substituting this value and calculating:
τ = 0.4 MPa + 1.08 kg/cm² * tan(30°)
τ ≈ 0.4 MPa + 0.622 kg/cm² ≈ 1.022 MPa
The redistributed stress on the wall at 2 times the radius of the cavity is 1.944 kg/cm², which is greater than the shear strength of the surrounding rock, 1.022 MPa. This indicates that the cavity is not stable and is likely to experience failure.
(3) If the cavity is not stable, we can calculate the radius of the plastic ring (R1) using the equation:
R1 = R * (σv / τ)^0.5
where R is the radius of the cavity and σv is the vertical stress. Substituting the values:
R1 = 3 m * (1.08 kg/cm² / 1.022 MPa)^0.5
Converting units to be consistent:
R1 ≈ 3 m * (1.08 kg/cm² / 10.22 kg/cm²)^0.5
R1 ≈ 3 m * 0.331
R1 ≈ 0.993 m
Therefore, the radius of the plastic ring (R1) is approximately 0.993 meters.
In summary, the redistributed stress on
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Explain how the integrated rate law for first order and second order reactions can be used to determine whether the reaction is first or second order.
By experimentally measuring the concentration of a reactant at different time points and plotting the appropriate form of the integrated rate law, we can determine whether the reaction is first order (linear plot of ln[A]) or second order (linear plot of 1/[A]). The slope of the linear plot can also provide information about the rate constant (k) for the reaction.
The integrated rate law for a chemical reaction describes the relationship between the concentration of a reactant and time for a specific order of reaction. By analyzing the mathematical form of the integrated rate law, we can determine whether a reaction is first order or second order.
For a first-order reaction, the integrated rate law is expressed as:
ln[A]t = -kt + ln[A]0
where [A]t represents the concentration of the reactant A at time t, k is the rate constant, and [A]0 is the initial concentration of A.
In a first-order reaction, plotting ln[A] versus time (t) will yield a straight line with a negative slope. If the plot of ln[A] versus time is linear and the slope remains constant throughout the reaction, it indicates that the reaction follows a first-order rate law.
For a second-order reaction, the integrated rate law is expressed as:
1/[A]t = kt + 1/[A]0
In a second-order reaction, plotting 1/[A] versus time (t) will yield a straight line with a positive slope. If the plot of 1/[A] versus time is linear and the slope remains constant throughout the reaction, it indicates that the reaction follows a second-order rate law.
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The schedule number of standard pipe represent: A Length of the pipe B Outer diameter of the pipe © C Thickness of the pipe
The schedule number of standard pipe represents the thickness of the pipe.
In the context of standard pipes, the schedule number is a numerical designation that indicates the thickness of the pipe's walls. It is important to note that the schedule number does not directly represent the length or outer diameter of the pipe.
Instead, the schedule number is used to standardize the thickness of pipes, ensuring that pipes of the same schedule number have the same wall thickness regardless of their size or diameter.
For example, a pipe with a schedule number of 40 will have a thicker wall compared to a pipe with a schedule number of 10. The thickness of the pipe is measured in units called "schedules," with higher schedule numbers indicating thicker walls.
So, in summary, the schedule number of a standard pipe represents the thickness of the pipe's walls.
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Use the Venn diagram to determine the set A′∪B. A′∪B= : (Type the elements in the exact form shown in the Venn diagram. Use a comma to separate answers as needed.) Use the given graph which shows the worldwide sales of a particular brand of smartphone in milions of units, for the years 2011−2018. Let the 8 years be the universal set. Use the graph to determine the set of years in which smartphone unit sales were greater than 200 milion Select the correct choice below and, if necessary, fill in the answer box wohin your choice. (Use a comma to separate answers as needed.) B. ∅
The set of years in which smartphone unit sales were greater than 200 million is {2015, 2016, 2017, 2018}.
The given graph shows the worldwide sales of a particular brand of smartphone in millions of units, for the years 2011−2018. Using the graph, the set of years in which smartphone unit sales were greater than 200 million is {2015, 2016, 2017, 2018}.The correct choice is B. ∅ (empty set) because there are no years in which smartphone unit sales were less than or equal to 200 million.
The Venn diagram is not given, and therefore I am unable to answer the first part of the question.The following is the given graph that shows the worldwide sales of a specific brand of smartphone in millions of units, for the years 2011−2018.
The y-axis of the above graph represents the sales of smartphones in millions of units, while the x-axis represents the years. In the years 2011 and 2012, the sales were below 200 million. It reached 200 million in the year 2013 but went down slightly in 2014. From 2015, the sales of smartphones crossed 200 million and continued to rise for the next four years till 2018.
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Use Matlab (write an M-file) to solve the following sets of simultaneous equations if possible (do the necessary check. The program should display an error if there is no solution). −4x3 + 12x4 = 5 -4x1 - 20x3 + 3x4 = -1
2x1 + 2x3 + 5x4 = 20 X1 - 3x2 + 11x3 — 10x4 = −6
To solve the given system of simultaneous equations using MATLAB, you can use the built-in function linsolve. Here's an example of an M-file that solves the system and performs a check for the existence of a solution:
% Coefficient matrix
A = [-4, 0, 12, 0;
-4, 0, -20, 3;
-12, 2, 0, 5;
1, -3, 11, -10];
% Right-hand side vector
b = [5; -12; 20; -6];
% Solve the system of equations
x = linsolve(A, b);
% Check for existence of solution
if isempty(x)
error('No solution exists for the given system of equations.');
else
disp('Solution:');
disp(x);
end
Save the above code in an M-file, for example, solve_system.m, and then run the script. It will display the solution if one exists, and if not, it will show an error message indicating that no solution exists for the given system of equations.
Make sure to have the MATLAB Symbolic Math Toolbox installed to use the linsolve function.
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A 0.724M solution of HNO_3 has a pH of 0.559 in solution. What is the % ionization?
To calculate the percent ionization of a solution, we need to determine the concentration of the ionized species and the initial concentration of the acid. In this case, the acid is HNO3, and we know the initial concentration is 0.724 M.
The pH of the solution is given as 0.559. The pH is related to the concentration of H+ ions in the solution. We can use the equation pH = -log[H+], rearrange it to [H+] = 10^(-pH), and then substitute the given pH value to find the concentration of H+ ions.
[H+] = 10^(-0.559)
[H+] = 0.267 M
Now we can calculate the percent ionization using the formula:
% Ionization = ([H+] / Initial concentration of acid) * 100
% Ionization = (0.267 M / 0.724 M) * 100
% Ionization = 36.8%
Therefore, the percent ionization of the 0.724 M HNO3 solution with a pH of 0.559 is approximately 36.8%.
In summary, we calculate the percent ionization by dividing the concentration of H+ ions by the initial concentration of the acid and multiplying by 100. In this case, with a pH of 0.559, the concentration of H+ ions is 0.267 M, and the percent ionization is approximately 36.8%.
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California and New York lead the list of average teachers’ salaries. The California yearly average is $64,421 while teachers in New York make an average annual salary of $62,332. Random samples of 45 teachers from each state yielded the following.
California New York
Sample Mean 64,510 62,900
Population Standard Deviation 8,200 7,800
At a = 0. 10, is there a difference in means of the salaries?
Note: I would like someone to please explain the process to find the answer step by step and also show me how to find this answer on Excel. I know how to find the answer for problems that contain data sets, but do not know how when there are not any datum
Yes, there is a significant difference in means between the salaries of teachers in California and New York at α = 0.10
How to determine the valueTo determine the value, we have that;
Using a two-sample t-test to test this hypothesis, let us calculate the test statistic using the formula:
t = (x₁ - x₂) / sqrt((s₁²/n₁) + (s₂²/n₂))
Substitute the value, we have;
t = (64,510 - 62,900) / √((8,200²/45) + (7,800²/45))
Find the square root of the values and multiply, we have
t = (64,510 - 62,900) / 533.45
t = 1.51
Then, we have that;
Degrees of freedom= (n₁ + n₂ - 2) = (45 + 45 - 2) = 88.
The significance level, α = 0.1
The critical value = 1.290
The calculated t-statistic is greater than the critical value and thus we can say that there is a significant difference in means between the salaries of teachers in California and New York
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Estimate the limiting drawing ratio for the materials listed in Table 16.4.Using the data in Table 16.4 and referring to Fig. 16.34, we estimate the following values for LDR: Table 16.4 Typical Ranges of Average Normal Anisotropy, for Various Sheet Metals Material Range of Ravg 0.4-0.6 Zinc alloys Hot-rolled steel 0.8-1.0 Cold-rolled, rimmed steel 1.0-1.4 Cold-rolled, aluminum-killed steel 1.4-1.8 Aluminum alloys 0.6-0.8 Copper and brass 0.6-0.9 Titanium alloys (alpha) 3.0-5.0 Stainless steels 0.9-1.2 High-strength, low-alloy steels 0.9-1.2
The limiting drawing ratio (LDR) is an important parameter used to estimate the maximum deformation that a sheet metal material can undergo without failure during the deep drawing process. It is a measure of the formability of a material.
To estimate the LDR for the materials listed in Table 16.4, we need to refer to the range of average normal anisotropy (Ravg) values provided in the table. The LDR can be calculated by dividing the smallest thickness of the sheet metal (t) by the smallest radius of curvature (r) achievable during the deep drawing process.
Let's calculate the LDR for a few materials from the table:
1. Zinc alloys:
- Ravg range: 0.4-0.6
- Let's assume t = 0.5 mm and r = 1.2 mm
- LDR = t / r = 0.5 / 1.2 ≈ 0.42-0.50
2. Cold-rolled, aluminum-killed steel:
- Ravg range: 1.4-1.8
- Let's assume t = 0.8 mm and r = 1.5 mm
- LDR = t / r = 0.8 / 1.5 ≈ 0.53-0.57
3. Titanium alloys (alpha):
- Ravg range: 3.0-5.0
- Let's assume t = 1.2 mm and r = 2.0 mm
- LDR = t / r = 1.2 / 2.0 ≈ 0.60-0.75
As we can see from the examples above, the LDR values vary for different materials. The higher the LDR, the greater the formability of the material. It indicates the ability of the material to be stretched and shaped without cracking or tearing.
It's important to note that the estimated LDR values may vary depending on factors such as the specific sheet metal composition, processing conditions, and tooling used. Therefore, it's always advisable to conduct thorough testing and analysis to accurately determine the LDR for a specific material in a given manufacturing scenario.
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Which step is included in the construction of perpendicular lines using a point on the line? (5 points)
Group of answer choices
The point at which the two lines intersect should be labeled as point A.This is how perpendicular lines can be constructed using a point on the line.
To construct perpendicular lines using a point on the line, the following steps should be followed:
Step 1: Draw a line. This line is the line that needs to have a perpendicular line.
Step 2: Choose a point on the line. This point will be the starting point of the perpendicular line.
Step 3: Draw a straight line from the chosen point perpendicular to the first line. This line is the perpendicular line.
Step 4: Label the intersection of the two lines as point A.The key term to keep in mind here is perpendicular lines. Perpendicular lines are lines that intersect at a 90-degree angle.
When constructing perpendicular lines, it is important to have a point on the line to start with, as this will be the starting point of the perpendicular line. By drawing a straight line from the chosen point perpendicular to the first line, the perpendicular line is formed, intersecting the first line at a 90-degree angle.
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The ideal gasoline engine operates on the Otto cycle. use air as a working medium At initial conditions, the air pressure is 1.013 bar, the temperature is 37 ° C. When the piston moves up to the top dead center, the pressure is 20.268 bar. If this engine has a maximum pressure of 44.572 bar, the properties of the air are kept constant. at k =1.4, Cp=1.005 kJ/kgK, Cv = 0.718 kJ/kgK and R = 0.287 kJ/k
Find
1.What is the compression ratio of the Otto cycle?
2.What is the climatic temperature after the compression process?
3.How much work is used in the compression process?
4.What is the maximum process temperature?
5.How much heat goes into the process?
6.What is the direct temperature after expansion?
7.How much exactly is the work due to expansion?
1. The compression ratio of the Otto cycle is 44.
2. The final temperature after the compression process is 758.33 °C.
3. The work used in the compression process is 521.36 kJ/kg.
4. The maximum process temperature is 491.51 °C.
5. The heat input into the process is 466.47 kJ/kg.
6. The direct temperature after expansion is 24.09 °C.
7. The work due to expansion is -8.86 kJ/kg.
1. The compression ratio of the Otto cycle can be calculated by dividing the maximum pressure by the initial pressure. In this case, the maximum pressure is given as 44.572 bar and the initial pressure is 1.013 bar. Therefore, the compression ratio is 44.572/1.013 = 44.
2. To find the final temperature after the compression process, we can use the equation T2 = [tex]T1 * (P2/P1)^{((k-1)/k)[/tex], where T1 and P1 are the initial temperature and pressure, and T2 and P2 are the final temperature and pressure. Plugging in the given values, we have T2 = 37 * [tex](20.268/1.013)^{((1.4-1)/1.4)[/tex] = 758.33 °C.
3. The work used in the compression process can be calculated using the equation W = [tex]C_v[/tex] * (T2 - T1), where [tex]C_v[/tex] is the specific heat at constant volume. Plugging in the values, we get [tex]W = 0.718 * (758.33 - 37) = 521.36 kJ/kg.[/tex]
4. The maximum process temperature can be found using the equation [tex]T_{max} = T1 * (V1/V2)^{(k-1)[/tex], where V1 and V2 are the initial and final volumes.
Since the properties of air are kept constant, the compression process is isentropic and
[tex]V1/V2 = (P2/P1)^{(1/k)} = (44.572/1.013)^{(1/1.4)} = 5.02.[/tex]
Plugging in the value, we have [tex]T_{max} = 37 * 5.02^{(1.4-1)[/tex] = 491.51 °C.
5. The heat input into the process can be calculated using the equation [tex]Q = C_p * (T_{max} - T1)[/tex], where C_p is the specific heat at constant pressure. Plugging in the values, we get [tex]Q = 1.005 * (491.51 - 37) = 466.47 kJ/kg.[/tex]
6. The direct temperature after expansion can be found using the same equation as in step 2, but with the final pressure as 1.013 bar (initial pressure) and the initial pressure as 44.572 bar (maximum pressure). Plugging in the values, we have [tex]T_{direct} = 37 * (1.013/44.572)^{((1.4-1)/1.4)[/tex] = 24.09 °C.
7. The work due to expansion can be calculated using the equation[tex]W = C_v * (T_{direct} - T1)[/tex], where T_direct is the direct temperature after expansion. Plugging in the values, we get[tex]W = 0.718 * (24.09 - 37) = -8.86[/tex] kJ/kg (negative value indicates work done by the system).
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Use dimensional analysis to solve the following problem. Convert 1.45 x 10^14 ng to kg
1.45 x 10^14 ng is equivalent to 1.45 x 10^5 kg.
To convert 1.45 x 10^14 ng to kg using dimensional analysis, we'll use the fact that 1 kg is equal to 1,000,000,000 ng (1 billion ng). Here's how we can set up the conversion:
1.45 x 10^14 ng * (1 kg / 1,000,000,000 ng)
Let's simplify the expression by canceling out the ng units:
1.45 x 10^14 * 1 kg / 1,000,000,000
Now, let's calculate the value:
1.45 x 10^14 / 1,000,000,000 = 1.45 x 10^5
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A solution is prepared at 25 °C that is intially 0.24M in chlorous-acid (HCIO^2), a weak acid with K_a=-1.1×10^−2,and 0.36M in potassium chlonite (KClo_2 ) Calculate the pH of the solution. Round your answer to 2 decimal piaces.
For the preparation of chlorous acid, we have given that it is a weak acid. We have been provided with the concentration of chlorous acid and potassium chlorite, and the pH of the given solution is 3.58 .
Below is the stepwise solution to the given problem.
- We have the given equation: HCIO₂ (aq) + H₂O (l) ⇌ H₃O^+ (aq) + CIO₂^− (aq)
The acid dissociation constant, Ka, is given as:
Ka = [H₃O+][CIO₂−] / HCIO₂]
- Substitute the values in the above equation:
Ka = [H₃O+][CIO₂−] / [HCIO₂]
-1.1×10^−2 = [H₃O+] [CIO₂−] / [0.24]
[H₃O+] [CIO₂−] = -1.1×10^−2 × [0.24]
[H₃O+] [CIO₂−] = -2.64×10^−4
The concentration of chlorous acid is given as 0.24 M. Hence, the concentration of H₃O+ is equal to the concentration of CIO₂- as only 1 mole of H3O+ is produced for 1 mole of HCIO₂.
- The given equation, KCIO₂(s) → K+ (aq) + CIO₂− (aq), shows that 0.36 M of potassium chlorite contains 0.36 M of ClO₂-.
We know that:
pH = -log [H₃O+]
The concentration of H₃O+ and CIO₂- are equal. Hence,
[H₃O+] = [CIO₂-] = -2.64×10^−4
pH = -log [H₃O+]
= -log (-2.64×10^−4)
= 3.58
Therefore, the pH of the given solution is 3.58.
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i. What are the properties of Na2C2O4 that make it suitable to standardize permanganate?ii. Explain the following. Why is it necessary to heat the oxalate-permanganate reaction initially, but not once the reaction has begun
Sodium oxalate has the properties of colorless solid to make it a suitable primary standard for the standardization of KMnO4 solution. In ii) the initial heating is necessary to provide energy to initiate the reaction.
i. Properties of Na2C2O4 that make it suitable to standardize permanganateNa2C2O4 (sodium oxalate) is a colorless solid. It is soluble in water, and it has a relatively high molar mass.
Sodium oxalate is suitable for standardizing potassium permanganate (KMnO4) solution because it is a primary standard and is available in pure form. A primary standard is a substance that is used to make a standard solution that can be utilized to analyze a solution of unknown concentration. It is essential that a primary standard is pure, stable, water-soluble, have a high molar mass, and its solution can be made with high accuracy.
Therefore, sodium oxalate has the properties required to make it a suitable primary standard for the standardization of KMnO4 solution.
ii. The reaction between potassium permanganate (KMnO4) and sodium oxalate (Na2C2O4) is used to standardize the KMnO4 solution. The reaction is an oxidation-reduction reaction, and it is an acid-base reaction. The balanced chemical equation for the reaction is:5C2O42− + 2MnO4− + 16H+ → 2Mn2+ + 10CO2 + 8H2O.
Initially, heating the reaction mixture is necessary to initiate the reaction. The reaction is endothermic, so it requires energy to start. Once the reaction has begun, it generates heat, so no additional heating is necessary. The production of CO2 gas bubbles indicates that the reaction has begun.
Therefore, the initial heating is necessary to provide energy to initiate the reaction. After the reaction has begun, no additional heating is necessary because the reaction produces heat, and it is self-sustaining.
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5.) Allow the system to reach thermal equilibrium (constant temperature). Use the concentration values to determine K. Now go to the thermal properties, change the temperature and click on the thermally isolated system option. Determine the new K at the new temperature. From the new K. at the new temperature, determine if the system is endothermic or exothermic. 0 mLHCl added - 66mlAgNO_3 added
Insufficient information given to determine the new equilibrium constant (K') or the thermodynamic nature (endothermic or exothermic) of the system.
To determine the new equilibrium constant (K) and the thermodynamic nature (endothermic or exothermic) of the system, we need to consider the reaction between HCl and AgNO3. The balanced equation for the reaction is:
HCl + AgNO3 → AgCl + HNO3
Given that initially, 0 mL of HCl and 66 mL of AgNO3 were added, we can assume that the concentration of HCl is zero at the start.
Now, let's consider two scenarios:
1. Initial State:
- [HCl] = 0 M (assuming no HCl initially added)
- [AgNO3] = (66 mL / 1000 mL/L) * (1 M / 1000 mL) = 0.066 M (converting mL to L)
Since HCl concentration is zero, we can say that the initial concentration of AgCl and HNO3 is also zero.
2. New State:
- [HCl] = x M (concentration of HCl at the new equilibrium)
- [AgNO3] = (66 mL / 1000 mL/L) * (1 M / 1000 mL) = 0.066 M (converting mL to L)
- [AgCl] = y M (concentration of AgCl at the new equilibrium)
- [HNO3] = z M (concentration of HNO3 at the new equilibrium)
To determine the new equilibrium constant (K') at the new temperature, we need the concentrations of the species at equilibrium. Unfortunately, the concentration values for AgCl and HNO3 are not given, and without this information, we cannot calculate the new equilibrium constant or determine if the reaction is endothermic or exothermic.
To fully analyze the thermodynamics of the system and determine the thermodynamic nature (endothermic or exothermic), we would need to know the concentration values of AgCl and HNO3 at the new equilibrium state.
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A specific strong steel alloy has a elastic limit of 1460 Mpa and a fracture toughness Kic of 98 MPavm. Calculate the size of the surface tear above which it would cause catastrophic failure at a stress of 50% of the elastic limit. (Take Y = 1, for standard cases) 5. ac 5.74 mm
The required surface tear size above which it would cause catastrophic failure at a stress of 50% of the elastic limit is 5.74 mm.
Given elastic limit of the specific strong steel alloy (σe) = 1460 Mpa
Fracture toughness (Kic) = 98 MP avm
Stress at which catastrophic failure occur = 50% of the elastic limit
Surface tear size (ac) to cause catastrophic failure is to be calculated
Therefore, using the given values in the formulae, we get;
KIC = Y σ √πacKIC² / Y² σ²πac
= 0.25* KIC² / Y² σ²πac
= 0.25 x (98)^2 / (1)^2 x (1460)^2πac
= 5.74 mm (approx)
Therefore, the required surface tear size above which it would cause catastrophic failure at a stress of 50% of the elastic limit is 5.74 mm.
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Solve equation then round your solution to two decimal places
the solution of the equation is answer is x=4.00
To solve the equation, follow the following steps:
1: Subtract 3 from both sides of the equation. 2x - 3 = 5
2: Add 3 to both sides of the equation to obtain 2x = 8
3: Divide both sides by 2. x = 4. Round the answer to two decimal places.
Thus, the solution to the equation is x = 4.00.
Note that when rounding off a number to two decimal places, the third decimal digit is observed. If the digit is 5 or more, the second decimal place is increased by 1. If it is less than 5, the second decimal place remains the same.The solution to the equation is x = 4.00. This means that if we substitute x = 4.00 into the original equation, the equation is balanced. We obtain:
2(4) - 3 = 5.
This can be simplified to
8 - 3 = 5. Since
the equation is balanced, our solution of x = 4.00 is correct.
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Simulate the car following behaviour for the following situation using a system update time of 0.5 {sec} . Two vehicles are moving at an initial speed of 17 {~m} / {s}
The specific details of the car-following model, such as acceleration and deceleration behavior, can vary depending on the chosen model. Additionally, you may need to consider factors like traffic conditions, driver behavior, and road characteristics to create a more accurate simulation.
To simulate their behavior, we can follow these steps:
1. Initialize the positions and velocities of both vehicles.
- Vehicle 1: Position = 0, Velocity = 17 m/s
- Vehicle 2: Position = 0, Velocity = 17 m/s
2. Calculate the distance between the two vehicles using the equation:
Distance = Position of Vehicle 2 - Position of Vehicle 1
3. Determine the desired following distance between the vehicles. Let's say it is 10 meters.
4. Calculate the relative velocity between the vehicles using the equation:
Relative Velocity = Velocity of Vehicle 2 - Velocity of Vehicle 1
5. Apply the car-following model to update the velocities of both vehicles. This model can be based on the relative velocity and distance between the vehicles. One commonly used model is the "Intelligent Driver Model (IDM)".
6. Update the positions of both vehicles based on their velocities and the system update time (0.5 seconds).
7. Repeat steps 2 to 6 until the desired simulation time is reached.
By following these steps, you can simulate the car following behavior for the given situation using a system update time of 0.5 seconds and initial speeds of 17 m/s for both vehicles.
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Find the equivalent axle load factor for 25 kip tandem axle load if SN=4 and Pr=2.5 in a flexible pavement. a.3.374 b.0. 344 c.1.342
The equivalent axle load factor for a 25 kip tandem axle load with SN=4 and Pr=2.5 in a flexible pavement is approximately 2.154 (none of the option).
To calculate the equivalent axle load factor (EALF) for a tandem axle load in a flexible pavement, we can use the formula:
EALF = [tex](Pr * SN)^{1/3}[/tex]
Given:
Tandem axle load = 25 kip
SN = 4
Pr = 2.5
Plugging in the values into the formula, we have:
EALF = [tex](2.5 * 4)^{1/3}[/tex]
= [tex]10^{1/3}[/tex]
≈ 2.154
The equivalent axle load factor for a 25 kip tandem axle load with SN=4 and Pr=2.5 in a flexible pavement is approximately 2.154.
None of the provided options (a. 3.374, b. 0.344, c. 1.342) match the calculated value.
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The principle that describes why a spinning ball curves in flight is; O Toricelli's
O Pascal's
O Archimedes' O Bernoulli's
The principle that describes why a spinning ball curves in flight is Bernoulli's principle. This principle explains how the pressure difference created by the airflow around a spinning ball leads to a curving trajectory, known as the Magnus effect.
Bernoulli's principle is a fundamental principle in fluid dynamics that explains the relationship between the pressure and velocity of a fluid. According to Bernoulli's principle, as the velocity of a fluid increases, the pressure exerted by the fluid decreases.
When a ball, such as a baseball or soccer ball, spins in flight, it creates a phenomenon known as the Magnus effect. The Magnus effect is responsible for the curving trajectory of a spinning ball.
As the ball spins, the air flowing around it experiences a difference in velocity. On one side, the airflow moves in the same direction as the spin, resulting in increased velocity. On the other side, the airflow moves in the opposite direction of the spin, resulting in decreased velocity.
According to Bernoulli's principle, the increased velocity of the airflow on one side of the ball leads to a decrease in pressure, while the decreased velocity on the other side leads to an increase in pressure. This pressure difference creates a net force on the ball, causing it to curve in the direction of the lower pressure side.
Therefore, Bernoulli's principle explains the underlying mechanism behind the curving flight of a spinning ball.
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Explain about Huckel Approximation ( the introduction to the method including secular equation and determinant, theory that could be used to evaluate or assumptions, characteristic such as all overlap integrals are set equal to zero etc , the matrix formulation of the huckel method and mustification of the formula).
. Determine whether each of the binary relations R. defined on the given sets A is reflexive, symmetric, antisymmet- ric, or transitive. If a relation has a certain property , prove this is so; otherwise, provide a counterexample to show that it does not. (a) [BB] A is the set of all English words; (a, b) E R if and only if a and b have at least one letter in com- mon. (b) A is the set of all people. (a, b) e R if and only if neither a nor b is currently enrolled at Miskatonic University or else both are enrolled at MU and are taking at least one course together.
Let R be the relation defined as [BB] A is the set of all English words; (a, b) E R if and only if a and b have at least one letter in common.
Reflective: The relation is not reflexive as for any English word 'a', (a, a) does not belong to R as they don't have any common letters.Symmetric: The relation is symmetric as for any two words 'a' and 'b', if (a, b) E R then (b, a) E R.
This is true since the common letters in 'a' and 'b' will be the same.Antisymmetric: The relation is not antisymmetric as there are words 'a' and 'b' that belong to R such that a != b and (a, b) and (b, a) belong to R. For example, the words 'tea' and 'ate' have the letters 't' and 'e' in common.Transitive: The relation is not transitive as there are words 'a', 'b', and 'c' that belong to R such that (a, b) and (b, c) belong to R but (a, c) does not belong to R.
For example, the words 'tea', 'ate', and 'cat' have the letters 'a' and 't' in common, 'ate' and 'cat' have the letter 't' in common, but 'tea' and 'cat' do not have any common letters.b) Let R be the relation defined as A is the set of all people; (a, b) e R if and only if neither a nor b is currently enrolled at Miskatonic University or else both are enrolled at MU and are taking at least one course together.
Reflective: The relation is not reflexive as for any person 'a', (a, a) does not belong to R.Symmetric: The relation is symmetric as for any two people 'a' and 'b', if (a, b) E R then (b, a) E R.
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