This question is incomplete, the complete question is;
Air entrainment is a process of entrapping tiny air bubbles in concrete mix in order to increase the durability of the hardened concrete in freeze-thaw climates. After 35 days, the breaking stress [in psi] was measured for concrete samples with and without air entrainment. Based on the data, does the air entrainment process increase the breaking stress of the concrete. { ∝ = 0.05 }, assuming population variances are equal.
Air Entrainment No Air Entrainment
4479 4118
4436 4531
4358 4315
4724 4237
4414 3888
4358 4279
4487 4311
3984
4197
4327
Answer:
Since p-value ( 0.088) > significance level ( 0.05)
hence, Failed to reject Null hypothesis
It is then concluded that the null hypothesis H₀ is NOT REJECTED.
Therefore, there is no sufficient evidence to claim that population mean μ1 is greater than μ2 at 0.05 significance level.
We conclude that Air entrainment process can't increase the breaking stress of the concrete.
Explanation:
Given the data in the question;
mean x" = (4479 + 4436 + 4358 + 4724 + 4414 + 4358 + 4487 + 3984 + 4197 + 4327) / 10
mean x"1 = 43764 / 10 = 4376.4
x ( x - x" ) ( x - x" )²
4479 102.6 10526.76
4436 59.6 3552.16
4358 -18.4 338.56
4724 347.6 120825.76
4414 37.6 1413.76
4358 -18.4 338.56
4487 110.6 12232.36
3984 -382.4 153977.76
4197 -179.4 32184.36
4327 -49.4 2440.36
∑ 337830.4
Standard deviation s1 = √( (∑( x - x" )²) / n -1
Standard deviation s1 = √( 337830.4 / (10 - 1 ))
Standard deviation s1 = 193.74
x2 ( x2 - x"2 ) ( x2 - x"2 )²
4118 -121.9 14859.61
4531 291.1 84739.21
4315 75.1 5640.01
4237 -2.9 8.41
3888 -351.9 123833.61
4279 39.1 1528.81
4311 71.1 5055.21
∑ 235664.87
mean x"2 = (4118 + 4531 + 4315 + 4237 + 3888 + 4279 + 4311) / 7
mean x"2 = 29679 / 7 = 4239.9
Standard deviation s2 = √( (∑( x2 - x" )²) / n2 - 1
Standard deviation s1 = √( 337830.4 / (7 - 1 ))
Standard deviation s1 = 198.19
so
Mean x"1 = 4376.4, S.D1 = 193.74, n1 = 10
Mean x"2 = 4239.9, S.D2 = 198.19, n2 = 7
so;
Null Hypothesis H₀ : μ1 = μ2
Alternative Hypothesis H₁ : μ1 > μ2
Lets determine our rejection region;
based on the data provided. the significance level ∝ = 0.005
with degree of freedom DF = n1 + n2 - 2 = 10 + 7 - 2 = 15
so, Critical Value = 1.753
The rejection region for this right -tailed is R = t:t > 1.753
Test statistics
since it is assumed that the population variances are equal, so we calculate pooled standard deviation;
Sp = √{ [ (n1 -1)S.D1² + (n2 - 1)S.D2²] / [ n1 + n2 -2 ]
we substitute
Sp = √{ [ (10 -1)(193.74)² + (7 - 1)(198.19)²] / [ 10 + 7 -2 ]
Sp = √ [ 573492.345 / 15 ]
Sp = 195.53
so the Test statistics will be;
t = (x"1 - x"2) / Sp√(\(\frac{1}{n1}\) + \(\frac{1}{n2}\) )
t = (4376.4 - 4239.9) / 195.53√(\(\frac{1}{10}\) + \(\frac{1}{7}\) )
t = 136.5 / 96.36
t = 1.42
so
P-value = 0.088
Since p-value ( 0.088) > significance level ( 0.05)
hence, Failed to reject Null hypothesis
It is then concluded that the null hypothesis H₀ is NOT REJECTED.
Therefore, there is no sufficient evidence to claim that population mean μ1 is greater than μ2 at 0.05 significance level.
We conclude that Air entrainment process can't increase the breaking stress of the concrete.
12) The lowest-cost form of transporting goods very long distances by...A) TruckB) TrainC) BoatD) Airplane
The lowest-cost form of transporting goods very long distances by: B: Train
What is the best mode of transportation?There are different modes of transportation such as:
Road Transportation
Maritime Transportation
Air transportation
Rail Transportation
Pipeline transportation
Now, among the listed modes of transportation above, the slowest is usually rail when transporting goods over long distances.
This is because In modern practice, rail is used more exclusively for the largest and heaviest payloads (bulk cargo) traveling across land. The vast majority of railway infrastructure connects highly populated areas with large unpopulated strips of land between them making rail ideal for long-distance and cross country hauls.
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Tests by the byron jackson co. Of a 14. 62-in-diameter centrifugal water pump at 2134 r/min yield the following data: q, ft3/s 0 2 4 6 8 10 h, ft 340 340 340 330 300 220 bhp 135 160 205 255 330 330 what is the bep? what is the specific speed? estimate the maximum discharge possible
Z≤ -4.852 ft, Maximum efficiency is η≅ 0.88 ≅ 88% is the maximum discharge possible
Solution
Given Data:-
D = 14.62in, N = 2134 rc/min, T=20°C. At T= 20°C ɣ=ρg= 62.35 lb/ft³, vapor pressure. Pv = 49.2 lb/ft².
The efficienies at each flow rate is computal by using formula
η = ρgθH / (550) (bhp)
→ As we can See the maximum efficiency point is at θ = 6ft³/s (close to 6ft³/s)
Maximum efficiency is η≅ 0.88 ≅ 88%
b) Given NPSHR = 16 ft,hg=22ft. Zactual. = 9ft (below the sea surface)
To avoid cavitation NPSH < Pa - Pv/ρg - Z - hf
Z < Pa - Pv/ρg - hf
Z < 2116 - 49.2/62.35 - 16 - 22 [1 atm = 2116 lb/ft2]
Z≤ -4.852 ft
-> Keeping the pump 9 ft below the surface gives 4.148 ft of marign against cavitation.
Hence it is Sufficient to avoid cavitation.
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Explain why a project team would choose to prepare a low-fidelity version of a Web site design using sticky notes
A project team may choose to prepare a low-fidelity version of a website design using sticky notes for several reasons:
Sticky notes allow for quick and easy changes. Since they are easy to move around and modify, the team can iterate on the design quickly, making adjustments and improvements without investing significant time or resources. This promotes an iterative design process, enabling the team to refine and enhance the design rapidly.Collaboration and Communication: Sticky notes facilitate collaboration and communication among team members. They can be easily placed on a whiteboard or a wall, allowing everyone to visualize and discuss the design together. Team members can share their ideas, suggestions, and feedback by directly manipulating the sticky notes, fostering effective communication and collaboration within the team.Low Cost and Accessibility: Sticky notes are affordable and readily available, making them a cost-effective option for creating prototypes. Compared to digital design tools or high-fidelity prototypes, sticky notes are inexpensive and accessible to all team members, regardless of their technical expertise. This inclusivity encourages participation from different stakeholders and promotes a diverse range of perspectives during the design process.Focus on Conceptual Design: Low-fidelity designs with sticky notes primarily focus on the conceptual aspects of the website, such as layout, content organization, and user flow. By avoiding intricate details or visual aesthetics, the team can concentrate on the fundamental structure and functionality of the design. This allows for early validation and testing of design concepts before investing significant time and resources in higher-fidelity prototypes.Emphasis on User Experience: Sticky notes enable the team to simulate user interactions and test the usability of the design. By physically moving and rearranging the sticky notes, the team can simulate user flows and assess the user experience. This hands-on approach allows for early identification of potential usability issues, leading to design improvements and a better user experience.
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Which items are NOT found on a
door?*
5 points
Cladding
Moulding
Weatherstrip
Check Strap
Striker
All of the above
None of the above
Answer:
None of the above cause thats what i put
I need help with part (C). Pleasee help me. It’s due in a few hours.
Answer:
u do the same thing as part B but only add 100 k, I think, cuz I'm still in middle school but I mean if u see it asks u to do the same thing as B but C says that instead, u do it at half pressure and 100 k is higher temp so what its asking is to repeat b but the twist is u do it at half pressure and 100 k is the higher temp
hope this helps :)
Question # 3
Multiple Choice
A large corporation can function as a general contractor.
False
True
for the given state of stress, determine the normal and shearing stresses after the element shown has been rotated through (a) 25 clockwise, (b) 10 counterclockwise.
To determine the normal and shearing stresses after the element has been rotated, we need additional information about the state of stress and the orientation of the element before the rotation.
Without this information, it is not possible to provide specific calculations for the normal and shearing stresses.
However, I can explain the general concept behind the transformation of stresses due to rotation. When an element is rotated, the stresses acting on the element will change according to the rotation angle and the original stress state. The transformation of stresses can be achieved using transformation equations such as Mohr's circle or transformation matrices.
Mohr's circle is a graphical method that can be used to determine the transformed stresses. By plotting the original stress state on a Mohr's circle and then rotating the circle by the given angle (clockwise or counterclockwise), the new stresses can be obtained by reading the coordinates on the transformed circle.
Alternatively, transformation matrices can be used for mathematical calculations. The transformation matrix relates the stresses before and after rotation. By multiplying the original stress matrix with the appropriate transformation matrix, the transformed stress matrix can be obtained.
In summary, to determine the normal and shearing stresses after rotation, we need the initial stress state and the angle of rotation. With this information, the transformation equations, such as Mohr's circle or transformation matrices, can be used to calculate the new stresses.
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for the closed tank with bourdon-tube gages tapped into it, what is the specific gravity of the oil and the pressure reading on gage c?
The specific gravity of the oil in the closed tank with Bourdon-tube gages tapped into it depends on the type of oil being used. Generally speaking, the specific gravity of a petroleum-based oil is between 0.85 and 0.95.
The pressure reading on Gage C will also depend on the type of oil being used and the pressure inside the tank.
For example, if the tank is filled with water, then the pressure reading on Gage C will be the same as the atmospheric pressure.
Additionally, any changes in the atmospheric pressure can also affect the pressure reading on Gage C. To ensure accurate readings, it is important to monitor the pressure in the tank and adjust the pressure reading on Gage C accordingly.
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use fermat's theorem to find a number x between 0 and 28 with x85 congruent to 6 modulo 29. (you should not need to use any brute force searching.)
Fermat's theorem can be used to find a number x between 0 and 28 that satisfies the congruence x^85 ≡ 6 (mod 29). By applying the theorem, we can simplify the calculation and determine the value of x without resorting to brute-force searching.
Fermat's theorem states that if p is a prime number and a is an integer not divisible by p, then a^(p-1) ≡ 1 (mod p). In this case, the prime number is 29. We can rewrite the congruence x^85 ≡ 6 (mod 29) as x^(283+1) ≡ 6 (mod 29), which implies that x^(283) * x ≡ 6 (mod 29).
Using Fermat's theorem, we know that x^(28*3) ≡ 1 (mod 29), since 29 is a prime number. Therefore, the congruence simplifies to 1 * x ≡ 6 (mod 29), which gives us x ≡ 6 (mod 29).
To find the value of x within the range of 0 to 28, we can observe that 6 + 29 = 35 is a multiple of 29. Thus, x = 35 satisfies the congruence. However, since we are looking for a value between 0 and 28, we subtract multiples of 29 from 35 until we find a value within the desired range. In this case, 35 - 29 = 6, so x = 6 is the solution that satisfies x^85 ≡ 6 (mod 29) within the given constraints.
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you are going to begin your analysis on this truss by first trying to solve for the forces in members hd and cd. when applying the method of sections to divide the truss into two sections, what three members will the line that passes through the truss intersect if you are trying to solve for the forces in members hd and cd? (you must provide an answer before moving to the next part.)
The process comprises breaking the truss into individual pieces and analyzing each piece as a separate rigid body.
What is the goal of the truss's sectional analysis?The technique entails disassembling the truss into separate portions and examining each section as a distinct rigid body.The method of sections is typically the quickest and simplest way to identify the unidentified forces acting on a particular truss element.a list of the stepsAlways begin your calculations by looking at supports.Slice the members of the problem you want to solve.Consider the half-structure to be a separate static truss.Use the formula sum of forces = 0 to solve the truss.Consider for a minute a node with several unknown members.By selecting a joint with only three unknown member forces and one or more known load forces, space truss difficulties can be resolved.To learn more about the truss's sectional analysis refer to:
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Consider a vertical piston/cylinder system. The piston has a mass of 35 kg and has an unknown radius. There is a pressure gauge to output the pressure inside the cylinder. If the piston is compressed and the pressure gauge reads 300 kPa. What is the area of the piston
Answer:
Area of the piston = 1.143 * 10^-3 m^2
Explanation:
Here, we are tasked with calculating the area of the piston.
Mathematically, the area of the piston =
Piston force/ cylinder pressure
From the question,
Piston force = mg where m is the mass of the piston = 35 kg and g is the acceleration due to gravity = 9.8 m/s^2
Thus, piston force = 35 * 9.8 = 343 N
Now the pressure gauge reads 300 KPa and 1KPa = 300 * 10^3 Pa = 300000 Pa
Thus, the area of the piston = 343/300000 =
0.001143333333 m^2 which is simply 1.143 * 10^-3 m^2
for which of the following tasks would it be more appropriate to use a nosql database than a sql database? more than one answer may be correct.
Analyze non -structured data, manage large datasets across platforms, and construct queries from web app data are all included.
What is NoSQL?NoSQL databases, also known as "not only SQL" databases, store data in a different way than relational tables. The data model of a NoSQL database determines the types of these databases. Document, key-value, wide-column, and graph are the most common types. They have flexible schemas and are easy to scale with a lot of data and a lot of users.
Any non-relational database is typically referred to as a "NoSQL database" by those who use the term. Some people interpret the term "NoSQL" to mean "non SQL," while others interpret it to mean "not only SQL." NoSQL databases, in any case, are databases that store data in a format other than relational tables, as most agree.
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According to Stanford psychologist Carol Dweck, people with ______ develop their abilities through dedication, effort, and hard work.
According to Stanford psychologist Carol Dweck, people with a growth mindset develop their abilities through dedication, effort, and hard work.
Dweck's research on mindset theory distinguishes between two mindsets: a fixed mindset and a growth mindset. A fixed mindset is the belief that intelligence, talents, and abilities are fixed traits that cannot be changed significantly. In contrast, a growth mindset is the belief that abilities can be developed and improved through effort, perseverance, and learning.Individuals with a growth mindset embrace challenges, persist in the face of setbacks, and see failures as opportunities for learning and growth. They believe that intelligence and abilities can be nurtured and developed through hard work and dedication.
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vital role of maritime english among seaferers
Answer:
uehgeg7djw7heidiisosowiuisiejei2k
3. Of the following answers, which is NOT a way for employees to control exposure routes?
There are a lot of ways employees uses in controlling exposure routes. But when risk assessment is not be performed is not a part of the control methods.
What are the three ways to control workplace hazards?The ways to control workplace hazards are known to be means taken to ensure safety in the workplace.
The examples are:
The use a hazard control plan to know, select and implement controls. Looking into the efficiency of existing controls, and creating plans with measures to protect workers in case of emergencies and nonroutine activities, etc.Learn more about exposure routes from
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car people i need some advice
what should be my first super car
Answer:
The first one.
Explanation:
The first one without a doubt
this is perfect.........
A gauge on a closed tank as shown in the accompanying figure read 20 pounds per
square inch. The contents of the tank are air and a hydrocarbon.
What is the pressure at the bottom of the tank in psia if the specific gravity of the
hydrocarbon is 0.92?
Pressure in compressed air tank reads 43.2 pounds per square inch (lb/in)
Now, convert pressure to atmosphere (atm)
Recall that 1 atm = 14.695964 lb/in
so, let Z = 43.2 lb/in
To get the value of Z, cross multiply
43.2 lb/in x 1 atm = 14.695964 lb/in x Z
43.2 lb/in atm = 14.695964 lb/in x Z
Z = 43.2 lb/in atm / 14.695964 lb/in
Z = 2.94 atm
What will be the pressure of the compressed air tank?The pressure of the compressed air tank reads 2.94 atmosphere.The relation between the volume, the pressure, and the temperature is PV = mRT. Then the amount of air added to the tank is 1.2062 kg.
It is a branch of science that deals with heat and work transfer. A rigid tank contains 20 lbm of air at 20 psi and 70°F. More air is added to the tank until the pressure and temperature rise to 23.5 psi and 90°F, respectively.
Therefore, Pressure in compressed air tank reads 43.2 pounds per square inch (lb/in)
Now, convert pressure to atmosphere (atm)
Recall that 1 atm = 14.695964 lb/in
so, let Z = 43.2 lb/in
To get the value of Z, cross multiply
43.2 lb/in x 1 atm = 14.695964 lb/in x Z
43.2 lb/in atm = 14.695964 lb/in x Z
Z = 43.2 lb/in atm / 14.695964 lb/in
Z = 2.94 atm
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For welding the most important reason to use jigs and fixtures in a welding shop is to
Answer:
Reduce manufacturing costs.
Explanation:
Hope This Helps
Have A Great Day
A 60 mm radium drum is rigidly attached to a 100 mm radius drum as shown. One of the drum rolls without sliding on the surface shown, and a cord is wound around the other drum. Knowing that end D of the cord
is pulled to the left with a velocity of 160 mm/s and acceleration of 600 mm/s?, both directed to the left, determine the acceleration of points A, B, and C of the drum.
The acceleration at points A, B and C are respectively; 960 mm²/s, 1600 mm²/s and 600 mm²/s
What is the acceleration?The drum rolls without sliding and as such its' instantaneous center will lie at B. Thus;
V_d = V_c = 160 mm/s
Also, a_d = a_c = 600 mm²/s
Now, formula for velocity at A is;
V_a = r_ab * ω
where ω = 160/(100 - 60)
ω = 4 rad/s
V_a = 60 * 4
V_a = 240 mm/s
Acceleration at A = V_a²/r_ab
Acceleration at A = 240²/60 = 960 mm²/s
Now, V_b = 100 * 4 = 400 mm/s
Acceleration at B = 400²/100 = 1600 mm²/s
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I need help please thank for the help on the last one <3
describe potential errors due to trim heel and transducer separations in ships
Answer:
Trim heel and transducer separations are two potential errors that can affect the accuracy of a ship's draft and trim readings.
Trim heel refers to the angle of inclination of a ship in the water, which can affect the readings taken by the ship's sensors. If the ship is not perfectly level in the water, the sensors may not provide accurate measurements of the draft or the amount of cargo on board. This can result in incorrect calculations of the ship's stability, which can lead to dangerous situations.
Transducer separation is another potential source of error that can affect the accuracy of a ship's draft readings. Transducers are sensors that are mounted on the hull of a ship to measure the water level and provide information on the ship's draft. If these sensors are not properly calibrated or if they are separated from the hull, they may provide inaccurate readings, which can lead to errors in the ship's stability calculations.
In summary, trim heel and transducer separations can result in inaccurate readings of a ship's draft and cargo load, which can affect the ship's stability and safety. It is important for ship operators to regularly calibrate and maintain their sensors to minimize the risk of errors due to trim heel and transducer separations.
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A simply supported wood beam is subjected to uniformly distributed load q. The width of the beam is 6 in. And the height is 8 in. Determine the normal stress and the shear stress at point C. Show these stresses on a sketch of a stress element at point C
The question is missing some important details but I will guide you on how to solve for normal stress
How to solve for normal stressThe point in the beam has got a normal stress (σ) which can be calculated by taking the ratio of the bending moment (M) and section modulus (S):
σ = M/S
To ascertain the section modulus of a rectangular cross-section, the following equation is employed:
S = (b * h^2) / 6
In answer to the supplicated inquiry, within this example, b stands for the width of the beam (6 in), and h represents the height of the beam (8 in). Hence, by accounting for these dimensions, S can be calculated.
The effect of a uniformly distributed load (q) on an elicited bending moment (M) can be determined through utilization of the pertinent beam equations, that can be derived once the location of point C, as well as the length of the demonstrated beam is known.
Having notably acknowledged M and S, it is possible to estimate the normal stress (σ) at point C.
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Los trabajadores pueden trabajar directamente debajo de cargas suspendidas si
los trabajadores no pueden trabajar directamente debajo de cargas suspendidas sin ninguna medida de precaución. El trabajo debajo de las cargas suspendidas es un trabajo peligroso y puede ser mortal si no se toman medidas de seguridad.
El peso de una carga suspendida puede ser demasiado grande para ser sostenido por el equipo de izaje y puede caerse y causar lesiones graves o incluso la muerte. Por lo tanto, es importante que los trabajadores estén capacitados y se les enseñe cómo trabajar de manera segura en estas situaciones.Los empleados deben estar informados y ser conscientes de los riesgos asociados con el trabajo debajo de las cargas suspendidas.
Si hay alguna duda acerca de la seguridad del equipo o la capacidad del equipo de izaje, el trabajo debe ser detenido hasta que se realice una inspección y se asegure la seguridad. Además, se deben seguir los procedimientos adecuados para levantar y mover las cargas, y se deben usar los equipos de protección personal necesarios.
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A potential energy function for a system in which a two-dimensional force acts is of the form U = 3x^5y - 4x. Find the force that acts at the point (x, y). (Use the following as necessary: x and y.)
vector
F =
The force acting at the point (x, y) can be determined by finding the gradient of the potential energy function U = 3x^5y - 4x. The force vector that acts at the point (x, y) is given by F = (15x^4y - 4) * i + (3x^5) * j.
To find the force vector at the point (x, y) based on the given potential energy function U = 3x^5y - 4x, we need to calculate the gradient of the potential energy function. The gradient is a vector that points in the direction of the steepest increase of a scalar function and has components equal to the partial derivatives of the function with respect to each variable. In this case, the potential energy function U has two variables, x and y. Therefore, the force vector F can be obtained by taking the partial derivatives of U with respect to x and y and combining them into a vector. Let's calculate the force vector F:
First, find the partial derivative of U with respect to x:
∂U/∂x = 15x^4y - 4
Next, find the partial derivative of U with respect to y:
∂U/∂y = 3x^5
Now, construct the force vector F using these partial derivatives:
F = (∂U/∂x) * i + (∂U/∂y) * j
where i and j are the unit vectors along the x and y directions, respectively.
Substituting the partial derivatives, the force vector F is:
F = (15x^4y - 4) * i + (3x^5) * j
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42. A vehicle has sagged rear springs and reduced rear curb riding height. This problem results
in?
A. Excessive positive camber on the front wheels
B. Excessive toe-out on the front wheels
C. Excessive positive caster on the front wheels
D. Excessive toe-in on the front wheels
43. On a vehicle equipped with rear parallel leaf springs and a solid rear axle, customer is
complaining that the vehicle reacts erratically (it darts) during turns. What is the most likely
cause of this complaint?
A. Incorrect ride height
B. Incorrect driveline angle
C. Loose rear axle U-bolts
D. Missing jounce/rebound bumpers
44. A power steering pump is being tested with a pressure gauge for maximum output pressure.
Which of the following statements is correct?
A. The pressure gauge should be attached to the pump return port
B. The steering wheel should be held in the right lock position
C. A maximum output pressure dead heading test should last no longer than 5 seconds
D. One should check output pressure with engine speed above 4000rpm
Answer:1. Driving under the influence of any drug that makes you drive unsafely is:
a. Permitted if it is prescribed by a doctor
b. Against the law
c. Permitted if it is a diet pill or cold medicine
2. Which fires can you put out with water:
a. Tire fires
b. Gasoline fires
c. Electrical fires
3. How far should a driver look ahead of the vehicle while driving:
a. 9-12 seconds
b. 12-15 seconds
c. 18-21 seconds
4. To prevent shifting, there should be at least one tie-down for ever ____feet of cargo: a. 10
b. 15 c. 18
5. Which of these statements about downshifting is true:
a. When you downshift for a curve, you should do so before you enter the curve
b. When you downshift for a hill, you should do so after you start down the hill
c. When you downshift for a curve, you should do so after you enter the curve
6. How do you test hydraulic brakes for a leak:
a. Move the vehicle slowly and see if it stops when the brake is applied
b. With the vehicle stopped, pump the pedal three time, apply pressure then hold
For five seconds and see it the pedal moves.
c. Step on the brake pedal and accelerator at the same time and see if the vehicle moves
7. For an average driver, driving 55 MPH on dry pavement, it will take about _____ to bring The vehicle to a stop:
a. Twice the length of the vehicle
b. Half the length of a football field
c. The length of a football field
8. You are driving a vehicle with a light load, traffic is moving at 35 MPH in a 55 MPH zone. The safest speed for your vehicle in this situation is most likely:
a. 30 MPH
b. 35 MPH
c. 40 MPH
9. Which of these is a good rule to follow when driving at night:
a. Keep your speed slow enough to stop within the range of your headlights
b. Look directly at oncoming headlights
c. Keep your instrument lights bright
10. A moving vehicle ahead of you has a red triangle with an orange center on the rear. What does this mean?
a. The vehicle is hauling hazardous materials
b. It may be a slow-moving vehicle
c. It may be oversized
11. You wish to turn right form a two lane two way street to make the turn. Which of these Drawings show how the turn should be made.
12. You are driving a heavy vehicle and must exit a highway using an offramp that curves downhill:
a. Use the posted speed limit for the offramp
b. Slow down to a safe speed before the turn
c. Wait until you are in the turn before downshifting
13. Which of these statements about using mirrors is true:
a. You should look at a mirror for several seconds at a time
b. There are “blind spots” that your mirror cannot show you
c. A lane change requires you to look at the mirrors twice
14. You must park on the side of a level, straight, two-lane road. Where should you place the three reflective triangles?
a. one within 10 feet of the rear of the vehicle, one about 100 feet to the rear and one about 200 feet to the rear.
b. One with 10 feet of the rear of the vehicle, one about 100 feet to the rear and one about 100 feet from the front of the vehicle
c. One about 50 feet from the rear of the vehicle, one about 100 feet to the rear and one about 100 feet from the front of the vehicle
15. Your vehicle is in a traffic emergency and may collide with another vehicle if you do not take action. Which of these is a good rule to remember at such a time?
a. Stopping is always the safest action in a traffic emergency
b. Heavy vehicles can almost always turn more quickly than they can stop
c. Leaving the road is always more risky than hitting another vehicle
16. The most important reason for being alert to hazards is:
a. Law enforcement personnel can be called
b. You will have time to plan your escape if the hazard becomes an emergency
c. You can help impaired drivers
17. You are traveling down a long, steep hill. Your brakes begin to fade and then fail. What should you do?
a. Downshift
b. Pump the brake pedal
c. Look for an escape ramp or escape route
18. The most common cause of serious vehicle skids is:
a. Driving too fast for road conditions
b. Poorly adjusted brakes
c. Bad tires
19. To avoid a crash, you had to drive onto the right shoulder. You are now driving at 40 MPH on the shoulder. How should you move back onto the pavement?
a. If clear, come to a complete stop before steering back onto the pavement
b. Brake had to slow the vehicle, then steer sharply onto the pavement
c. Keep moving at the present speed and steer very gently back onto the pavement
20. If
a. Slide sideways and spin out
b. Go straight ahead but will turn if you turn the steering wheel
c. Go straight ahead even if the steering wheel is turned
Write a program to achieve the following requirements: (1) In the main function, enter 20 scores, then calls the average function to obtain the average and output in the main function. 2 define a function to calculate the average score, the function should be defined as float max (float a [], int n).
Here's the program to achieve the given requirements:
#include
using namespace std;
float average(float a[], int n) {
float sum = 0;
for(int i = 0; i < n; i++) {
sum += a[i];
}
float avg = sum / n;
return avg;
}
int main() {
float scores[20];
for(int i = 0; i < 20; i++) {
cout << "Enter score " << i+1 << ": ";
cin >> scores[i];
}
float avgScore = average(scores, 20);
cout << "The average score is " << avgScore << endl;
return 0;
}
In this program, the `average` function takes an array of floating-point numbers (`a[]`) and the size of the array (`n`) as input arguments, and returns the average of the numbers in the array as a float value. The `main` function declares an array `scores` of size 20 and reads in 20 scores from the user using a loop. It then calls the `average` function to get the average of the scores and outputs the result in the `main` function.
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A length of pipe is 6.8 meters long. How many 1.5-meter lengths of pipe can be cut from that one length of pipe?
6.8÷1.5 = 4.53...
So, it's 4 pipe with some left over.
Hope this helps!
A compressible clay layer has a thickness of 3.8 m. After 1.5 yr, when the clay is 50% consolidated, 7.3 cm of settlement has occurred. For a similar clay and loading conditions, how much settlement would occur at the end of 1.5 yr and 5 yr if the thickness of this new layer were 38 m
The amount of settlement that would occur at the end of 1.5 year and 5 year are 7.3 cm and 13.14 cm respectively.
How to determine the amount of settlement?For a layer of 3.8 m thickness, we were given the following parameters:
U = 50% = 0.5.Sc = 7.3 cm.For Sf, we have:
Sf = Sc/U
Sf = 7.3/0.5
Sf = 14.6
Therefore, Sf for a layer of 38 m thickness is given by:
Sf = 14.6 × 38/3.8
Sf = 146 cm.
At 50%, the time for a layer of 3.8 m thickness is:
\(t_{50}\) = 1.5 year.
At 50%, the time for a layer of 38 m thickness is:
\(t_{50}\) = 1.5 × (38/3.8)²
\(t_{50}\) = 150 years.
For a thickness of 38 m, U₂ is given by:
\(\frac{U_1^2}{U_2^2} =\frac{(T_v)_1}{(T_v)_2} = \frac{t_1}{t_2} \\\\U_2^2 = U_1^2 \times [\frac{t_2}{t_1} ]\\\\U_2^2 = 0.5^2 \times [\frac{1.5}{150} ]\\\\U_2^2 = 0.25 \times 0.01\\\\U_2=\sqrt{0.0025} \\\\U_2=0.05\)
The new settlement after 1.5 year is:
Sc = U₂Sf
Sc = 0.05 × 146
Sc = 7.3 cm.
For time, t₂ = 5 year:
\(U_2^2 = U_1^2 \times [\frac{t_2}{t_1} ]\\\\U_2^2 = 0.5^2 \times [\frac{5}{150} ]\\\\U_2^2 = 0.25 \times 0.03\\\\U_2=\sqrt{0.0075} \\\\U_2=0.09\)
The new settlement after 5 year is:
Sc = U₂Sf
Sc = 0.09 × 146
Sc = 13.14 cm.
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Avapor mixture containing 50.0 mole % benzene and 50.0 mole % toluene at 1 atm is cooled isobarically in a closed container from an initial temperature of 115°C. Use the Tsy diagram below to answer the following questions. 115 110 1400 1300 105 100 Vapor 1200 95 Temperature (°C) 90 Liquid 1100 1000 900 Pressure (mm Hg) Liquid 85 800 Vapor 80 700 75 70 600 500 0 1.0 65 0 10 0.2 0.4 0.6 0.8 Mole fraction henvene Polarm 0.2 0.4 0.6 0.8 Mole fraction benzene 7100 First Condensation Your answer is partially correct. At what temperature does the first drop of condensate form? 104 °C What is its composition? 0.20 mol benzene/mol
Last Condensate Your answer is partially correct. At what temperature does the last bubble of vapor condense? °C 98 What is its composition? 0.53 mol benzene/mol
Answer:
105°touch sensce what I could wathskb
how much does it cost to heat a 2000 sq ft house with natural gas
Answer:
the cost of heating a 2000 sq ft house with natural gas can vary depending on factors such as the efficiency of the furnace, the average heat setting, and the location. However, I have found some estimates on the average heating costs for a 2000 sq ft house with natural gas.
According to a heating cost calculator on Columbia Gas of Pennsylvania's website, the average heating cost for a 2000 sq ft house with natural gas is around $860 per heating season, assuming an average heat setting of 70°F.
Another estimate from Inspire Energy suggests that natural gas costs for a 2000 sq ft house could be around $72.10 per month.
However, it's important to note that these are just estimates and actual costs may vary depending on many factors such as insulation quality, thermostat settings, and weather conditions. It's always a good idea to consult with a local heating professional for a more accurate estimate.
Explanation: