EBK ENGINEERING FUNDAMENTALS: AN INTROD
EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
Question
Book Icon
Chapter 19, Problem 9P
To determine

Calculate the mean, standard deviation, and variance for the given measured values.

Expert Solution & Answer
Check Mark

Answer to Problem 9P

The mean, variance, and standard deviation for the given values of lumber width are 3.505, 0.010, and 0.101 respectively.

The mean, variance, and standard deviation for the given values of steel spherical balls are 0.975, 0.006, and 0.079 respectively.

Explanation of Solution

Given data:

The given measured values of lumber width and steel spherical balls are shown below.

Lumber Width (in.)Steel spherical balls (cm)
3.501.00
3.550.95
2.551.05
3.601.10
3.551.00
3.400.90
3.400.85
3.651.05
3.350.95
3.600.90

The total number of measured values, n=10.

Formula used:

From equation 19.1 in the textbook, the formula to find mean for any sample is,

x¯=x1+x2+x3+............+xn1+xnn=1ni=1nxi (1)

Here,

x¯ is the mean,

xi is the data points,

n is the number of data points.

From equation 19.5 in the textbook, the formula to find the variance is,

v=i=1n(xix¯)2n1 (2)

From equation 19.6 in the textbook, the formula to find standard deviation is,

s=i=1n(xix¯)2n1 (3)

Calculation:

Calculation for Lumber width:

Substitute all the value of lumber width for xi up to the range n, and 10 for n in equation (1) to calculate mean (x¯),

x¯=3.50+3.55+3.45+3.60+3.55+3.40+3.40+3.65+3.35+3.6010=35.0510x¯=3.505

Substitute all the value of lumber width for xi up to the range n, 3.505 for x¯, and 10 for n in equation (2) to find variance (v),

v=(3.503.505)2+(3.553.505)2+(3.453.505)2+(3.603.505)2+(3.553.505)2+(3.403.505)2+(3.403.505)2+(3.653.505)2+(3.353.505)2+(3.603.505)2101=0.092259v=0.010

Substitute all the value of lumber width for xi up to the range n, 3.505 for x¯, and 10 for n in equation (3) to find standard deviation (s),

s=(3.503.505)2+(3.553.505)2+(3.453.505)2+(3.603.505)2+(3.553.505)2+(3.403.505)2+(3.403.505)2+(3.653.505)2+(3.353.505)2+(3.603.505)2101

s=0.092259s=0.010s=0.101

Calculation for steel spherical balls:

Substitute all the value of spherical balls for xi up to the range n, and 10 for n in equation (1) to calculate mean (x¯),

x¯=1.00+0.95+1.05+1.10+1.00+0.90+0.85+1.05+0.95+0.9010=9.7510x¯=0.975

Substitute all the value of spherical balls for xi up to the range n, 0.975 for x¯, and 10 for n in equation (2) to find variance (v),

v=(1.000.975)2+(0.950.975)2+(1.050.975)2+(1.100.975)2+(1.000.975)2+(0.900.975)2+(0.850.975)2+(1.050.975)2+(0.950.975)2+(0.900.975)2101=0.05629v=0.006

Substitute all the value of spherical balls for xi up to the range n, 0.975 for x¯, and 10 for n in equation (3) to find standard deviation (s),

s=(1.000.975)2+(0.950.975)2+(1.050.975)2+(1.100.975)2+(1.000.975)2+(0.900.975)2+(0.850.975)2+(1.050.975)2+(0.950.975)2+(0.900.975)2101=0.05629=0.006s=0.079

Therefore, the mean, variance, and standard deviation for the given values of lumber width are 3.505, 0.010, and 0.101 respectively, and the mean, variance, and standard deviation for the given values of steel spherical balls are 0.975, 0.006, and 0.079 respectively.

Conclusion:

Thus, the mean, variance, and standard deviation for the given values of lumber width are 3.505, 0.010, and 0.101 respectively, and the mean, variance, and standard deviation for the given values of steel spherical balls are 0.975, 0.006, and 0.079 respectively.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
the tied three-hinged arch is subjected to the loadings shown.  Determine the components of reaction at A and C and the tension in the cable
Calculate internal moments at D and E for beam CDE showing all working.  Assume the support at A is a roller and B is a pin.  There are fixed connected joints at D and E.  Assume P equals 9.6 and w equals 0.36
Determine the heel and toe stresses and the factor of safeties for sliding and overturning for the gravity dam section shown in the figure below for the following loading conditions: - - - - - Horizontal earthquake (Kh) = 0.1 Normal uplift pressure with gallery drain working Silt deposit up to 30 m height No wave pressure and no ice pressure Unit weight of concrete = 2.4 Ton/m³ and unit weight of silty water = 1.4 Ton/m³ - Submerged weight of silt = 0.9 Ton/m³ - Coefficient of friction = 0.65 and angle of repose = 25° Solve this question with the presence of gallery and without gallery., discuss the issue in both cases.... 144 m 4m 8m 6m Wi 8m +7m. 120m
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning