Concept explainers
For Problem 19.1, using Equations (19.1) and (19.6), calculate the mean and standard deviation of the class scores.
Calculate the mean and standard deviation of the class scores.
Answer to Problem 3P
The mean and standard deviation of class scores are 73.2 and 12.5 respectively.
Explanation of Solution
Given data:
The required data are given below with reference to the problem 19.1 in the textbook.
Number of students,
Students test scores are 57, 94, 81, 77, 66, 97, 62, 86, 75, 87, 91, 78, 61, 82, 74, 72, 70, 88, 66, 75, 55, 66, 58, 73, 79, 51, 63, 77, 52, 84.
Formula used:
From equation 19.1 in the textbook, the formula to find mean for any sample is,
Here,
From equation 19.6 in the textbook, the formula to find standard deviation is,
Calculation:
Substitute all the value of student scores for
Find the terms
Substitute all the value
Therefore, the mean and standard deviation of class scores are 73.2 and 12.5 respectively.
Conclusion:
Thus, the mean and standard deviation of class scores are 73.2 and 12.5 respectively.
Want to see more full solutions like this?
Chapter 19 Solutions
Engineering Fundamentals: An Introduction to Engineering (MindTap Course List)
- Direction: Write the answer in a bond paper with complete solutions drawings. Strictly write in bond paper and picture it. Topic: Sheer & Moment diagrams, Reaction at Supports, Load Tracing, Method of Joint, and Method of Section Course: Theory Of Structurearrow_forwardDirection: Write the answer in a bond paper with complete solutions drawings. Strictly write in bond paper and picture it. Topic: Sheer & Moment diagrams, Reaction at Supports, Load Tracing, Method of Joint, and Method of Section Course: Theory Of Structurearrow_forward1. Create Diagrams: Draw the shear and moment diagrams for the given beam. 8k 15k-ft B 12 k -6 ft- -8 ft--8 ft- -8 ft- 4k 4 ft 2 ftarrow_forward
- 10:46 Mechanics of Deform... ← CE104.2T.24.25. FA 1 5 of 6 2.5/10 Rigid bar ABCD is loaded and supported as shown. Steel [E=27800 ksi] bars (1) and (2) are unstressed before the load P is applied. Bar (1) has a cross- sectional area of 0.83 in.² and bar (2) has a cross- sectional area of 0.45 in.2. After load P is applied, the strain in bar (1) is found to be 670 με. Assume L₁=58 in., L2-94 in., a=26 in., b=22 in., and c=36 in. Determine: (a) the stresses in bars (1) and (2). (b) the vertical deflection VD of point D on the rigid bar. (c) the load P. A L₁ B L2 a b 223 D Stream Courses Calendar Morearrow_forwardanswer thisarrow_forwardexact answerarrow_forward
- Q2: For the overhanging beam BD shown, draw the "Influence Lines" for RB, RD S.F. at C (VC) and B.M. at C (Mc) using the static equilibrium method. A B 4 m 5 m 7 marrow_forwardQ1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that t support at A is hinge, and at D is roller. B 2 m 5 kN/m C 30 kN 2 D 5 marrow_forwardplease the correct answerarrow_forward
- Q1: Draw N.F.D, S.F.D and B.M.D for the frame shown below. Knowing that the support at A is hinge, and at D is roller. br Section C-D) 5 kN/m MC = 30x2) + (Dx *4) D لاک 15 B 2 m 2 m 30 kN DA DX 2 marrow_forwardQ2: For the overhanging beam AC shown, draw the "Influence Lines" for RA, RC, S.F. at B (VB) and B.M. at B (MB) using the static equilibrium method. 2 m B AC D 2 m 3 marrow_forwardANSWERarrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning