Can you do an interpretation for this. I only did the CoV part. Thankyou Range157InterpretationMAD Variance SD130.88333 150.78276 12.279363335284InterpretationInterpretationInterpretationCOV0.93819153InterpretationThe standarddeviation is 94% ofthe mean

MAD= Mean Absolute Deviation = 130.8833333 It indicates that the observations vary from mean by an…

Range 157 Interpretation MAD Variance SD 130.88333 150.78276 12.279363 .33 84 52 Interpre Interpre tation Interpre tation tation COV 0.93819153 Interpretation The standard deviation is 94% of the mean

Range 157 Interpretation MAD Variance SD 130.88333 150.78276 12.279363 .33 84 52 Interpre Interpre tation Interpre tation tation COV 0.93819153 Interpretation The standard deviation is 94% of the mean

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 50 10 Derive the third projection, taking into account the use of the rules for writing dimensions…

Q: 2 The difference between the free water levels in two wells 48 m apart in an aquifer is 0.6 m. It…

Q: The three reservoirs, A, B and C are connected by pipelines A, B and C respectively which meets at…

Q: 22 o 42 36 Œ

Q: A 4m 7m D B 3 m * C

Q: For the cantilever steel beam [E = 210 GPa;/= 102 x 106 mm4], use the double-integration method to…

Q: The following table gives values of measured discharges at a stream gauging site in a year. Upstream…

A: For the given discharge,

Q: a 200-mm-diameter orifice on the side of a tank 1.83 m in diameter, draws the surface down from 2.44…

Q: The infiltration capacity in basin is represented by Horton's equation as fp=5.0 + e-St where fp is…

Q: Consider the beam shown in (Figure 1). EI is constant. Suppose that P = 11 kN and w=5.5 kN/m Figure…

Q: Lm mine the following;

Q: Select the lightest C6 channel shape to be used as a 12 ft long tension member to resist the…

A: Given:- The length of the tension member = 12 ft The magnitude of the dead load = PD = 20 k The…

Q: Determine the moment of inertia about the centroidal > and Y axis. -y=2-x²

A: Solution- The given values are , y=2-x2To DetermineThe moment of inertia about the centrodial X and…

Q: a. Which of the following gives the resultant force. b. Which of the following gives the moment of…

A: A. Resultant force = Fr Sign convention Downward force as positive(+) Upward force as negative(-)…

Q: - In a consolidated-drained triaxial test on a clay, the specimen failed at a deviator stress of…

A: We will use direct formula of principal stress relation.

Q: the beam below is A built-up I-Shaped Section. It is subjected to load P, which is a moving could…

A: Answer We are given Built up section Area A = 29.25 in2 Moment of inertia Ix = 972 in4 Yield…

Q: For a roof truss system of an industrial building, following data is given Span of truss = 6.0 m…

Q: Determine the force in each member of the truss using method of joints. State if the members are in…

A: To Determine force in each member of the truss using method of joints.

Q: A column carrying an axial load of 3000 kN has a base plate 0.75 m X 1 m and transmits its loads to…

Q: A 30m high steel chimney has the trefoil cross-section shown in Figure 2, consisting of three welded…

Q: Soil Ysat = 125.0 pcf 2 ft 3 ft Datum B Determine the effective vertical stress (psf) for point D. 1…

Q: View Policies Current Attempt in Progress The simply supported beam consists of a W460 x 82…

Q: Problem 2: Compute the design moment strength of the beam section described below if fy = 420 MPa,…

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

A: Determine the absolute maximum shear stress for each of the following plane stress states for which…

Q: 70 22 FOBP 84 19 Œ 42 36 I need to draw the three planes

A: We need to draw top view, front view and left side view

Q: A pump curve has values of total head of 59.5, 54.3, 44.3, 29.5, and 9.9 for flow of 0, 20, 40, 60,…

Q: 13 What is the usual verge slope? O Outwards, away from the road O Inwards, towards the road O Same…

Q: A F 2a B 3 a 7 P O G C HE D 0 2a

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. Each grid…

Q: 22- Which of the following symbols is a representation of a Manhole in Civil 3D? A) B) M S D) S IM…

A: 22. Option C is correct .

Q: A line 100m long was paced four times by a surveyor with the following data: 152, 153.5, 154.5, and…

Q: Calculate the side resistance in kips using the US Army Corps of Engineers (EM 1110-2-2906, Figure…

Q: Figure below shows an excavation in sand, supported by braced sheet pile walls. The unit weight of…

Q: design of singly reinforced concrete beam design the reinforcement. fc' = 28 MPa fy = 414 MPa WD =…

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

Q: 1. Multiview and isometric drawings are both orthographic projections. True or false? 2. An…

A: 1.Multi view and Isometric Drawings are said to be the orthographic projections in which both…

Q: 7.5 kg H = 0.45 P Knowing that = 40°, determine the smallest force P for which equilibrium of the…

Q: 12.00 kN/m 3.45 m 35.70 kN/m

Q: Solve the frame shown using cantilever method: a) Assume columns and beams have A = 50 in^2 , and I…

Q: The difference between the free water levels in two wells 48 m apart in an aquifer is 0.6 m. It took…

A: To find the coefficient of permeability

Q: 72 72 36 36 5757 → Dimensions in millimeters Answers: = i = i (106) mm4 (106) mm4

Q: Why is it important to know the specific gravity of cement

A: Specific gravity is the ratio of weight of material and water having equal volumes.

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: Need to find Slope at c and deflection at c

Q: The infiltration capacity in basin is represented by Horton’s equation as fp=5.0 + e-5t…

A: Curve will act only till 100 min. and infltration capacity will become constant.

Q: Problem 1. Classify each of the plane trusses shown as unstable, statically determinate, or…

Q: Given the Cable at Suspension Bridge as shown below with a span L = 150 m and a sag d = 20 m. The…

A: Given Data: d = 20m = Let H L = 150m

Q: 3. Based on the figure below, are the threads to be considered included on the shear plane? Why?…

A: From the figure it can be observed that the shank (shown in figure below) of the bolt is ending…

Q: Lake Okechobee in Florida has an average depth of 7 ft and is about 37 mi long and 30 mi- wide. If…

Q: The strain components for a point in a body subjected to plane strain are &x=930 μE, &y=-1120μe and…

Q: B a P₁ X₂ x P₂ W P₂ X3 G B P₁ H a R X4 P2 a X5 K B N M P₂ 2d d d 2d d d

Question

Can you do an interpretation for this. I only did the CoV part. Thankyou

Range
157
Interpretation
MAD Variance SD
130.88333 150.78276 12.279363
33
52
84
Interpre
tation
Interpre
tation
Interpre
tation
COV
0.93819153
Interpretation
The standard
deviation is 94% of
the mean

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Choices for Iy 364.84in⁴ 464.84in⁴ 564.84in⁴ 264.84in⁴ Choices for ry 3.11 4.11 2.11 5.11 Please consider these Choices thank youuu
3. if for a particular measurement of the probable error of the mean is 0.09 m and the most probable value of the measurement is 362.70 m, the relative precision would be expressed as a. 1/4030 b. 0.000248 c. 1:362.70 d. 1:0.09 e. 1/363
Part C Compute the linear misclosure. Express your answer in feets to three significant figures. 1]]ΑΣΦΗ [11 vec Submit Request Answer Part D Compute the relative precision. Express your answer as an integer VE]ΑΣΦΗ Τ 1: Submit Part E Request Answer vec ? XB. YB. XC. Yc. XD. YD= ? Compute the preliminary coordinates in feet if X = 12500 and Y₁ = 10500. Express your answers in feet to two decimal places separated by commas IND ΑΣΦΗ Τ vec ft ft
Calculate the probable error (mean) 545.789 545.180 544.988 545.543
Q1. for the below data: Y X Y Y X Y 1576.86 9 247.26 905.7 19 1004.66 8 199.9 4 62.06 1108.78 2 24.1 4 62.06 6 120.66 120.66 5 88.78 17 811.9 3 40.5 62.06 19 1004.66 9 247.26 3 40.5 1004.66 4 62.06 13 488.3 4 62.06 1108.78 3 40.5 20 1108.78 3 40.5 199.9 2 24.1 10 299.78 19 1004.66 488.3 6 120.66 7 157.7 11 357.46 639.78 8 199.9 17 811.9 8 199.9 1004.66 2 24.1 13 488.3 9 247.26 299.78 20 1108.78 10 299.78 12 420.3 723.26 14 561.46 7 157.7 17 811.9 16 723.26 20 1108.78 17 811.9 10 299.78 7 157.7 4 62.06 4 62.06 18 905.7 2 24.1 1 12.86 2 24.1 3 40.5 14 561.46 3 40.5 . Find linear relation between Discharge (Y cumec) and Stage (x m) ONLY calculation table needed ASAP x 00 X 24 X 18 20 6 4 19 20 8 13 15 19 10 16
Line MN, 250 m long, was paced five Himer by the surveyor and We recorded as follows." TRIAL NO. DISTANCE 121 2 122 3 120 4 123 121 line OP was paced four Hones dgain with the following resuilts'. Ano ther DISTANCE TRIAL NO. 1 321 S 13 3 310 4 312
1. Complete the differential level notes shown below, perform the customary arithmetic check, provide a detailed sketch on every instrument set-up, and a detailed solution. BACKSIGHT FORESIGHT STA HI ELEV HAIR RDGS MEAN RDG S HAIR RDGS MEAN RDG S 3.258 BM20 3.015 532.1234 2.833 1.289 3.584 TP, 1.114 3.319 1.002 3.189 5.964 6.647 TP2 5.714 6.556 5.568 6.412 4.845 3.478 TP3 4.602 3.268 4.469 01 0.846 2.298 TP4 0.739 2.048 0.698 1.885 2.222 BM21 2.111 2.000
Complete the differential level notes shown below and perform the customary arithmetic check. Determine the elevation at BM2. *
What are the radian and degree–minute–second equivalents for the followingangles given in grads: i.) 132.2222 grads, ii.) 82.2222 grads, iii.) 62.2222 grads.(Note: You must show all the calculations, providing answer without any calculation isnot acceptable
1.find interval latidude
QUESTION 1 Find the missing data and complete the table below. LINE DIST (m) Bearing АВ 25.179 N 83° 9' E BC 31.241 N 39° 48' E S 57° 39' E S 48° 1' W S 10° 18' E CD 35.511 DE 53.814 EF 22.361 FG 38.288 N 49° 14' W GH 20.616 N 14° 2'E НА ? Missing data: LINE DISTANCE (M) DIRECTION BEARING ANGLE (°)
1. Complete the differential level notes shown below, perform the customary arithmetic check, provide a detailed sketch on every instrument set-up, and a detailed solution. BACKSIGHT FORESIGHT STA HI ELEV HAIR RDGS MEAN RDG HAIR RDGS MEAN RDG 3.258 BM20 3.015 532.1234 2.833 1.289 3.584 TP: 1.114 3.319 1.002 3.189 5.964 6.647 TP, 5.714 6.556 5.568 6.412 4.845 3.478 TP3 4.602 3.268 4.469 3.001 0.846 2.298 TP. 0.739 2.048 0.698 1.885 2.222 BM21 2.111 2.000