Answered: Q.1. Please calculate the area of cut…

Q.1. Please calculate the area of cut cross-section using the coordinate method. 759.90 8.53 759.14 0.00 758.51 -7.14 758.49 758 37 758.37 757.87 -6.00 -6.50 0.00 6.00 757.87 6.50

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: 45 1b 1. Determine the vector representation of the couple 60° 3 ft shown; A y 1.8 ft B 60° 45 1b

Q: Given: Lines Bearing S 73°21'E S 40°10'E S 26°42'W N 14°20'W N 12°20'E Distances A-B 247.20 B-C…

A: As per company's policies We are supposed to answer only first three part of multiple questions…

Q: 158.550 5.765 0.345 155.630 1.100 0.465 1.255 154.995 2.095 BM 36 0.130 153.030 0.245 BM 35 154.375

Q: Calculate the angle, & by using equati on of motion in y direction. 1 y = y, +v t –: 150 150 0…

Q: Compute the relative precision. Express your answer as an integer HD] ΑΣΦΗ Τ 1: vec ? Compute the…

A: Answer We know that Departure is given by Lsinθ (positive for East and Negative for West) Latitude…

Q: Calculate the area of the polygon in meters squared and in Dunam. Q2) In the presented polygon…

Q: 7. If the areas of cross sections of one side area given as 117.86 sq. m, 105.76 sq. m and the other…

A: The areas of the cross-sections are 117.86 m2, 105.76 m2, 98.76 m2, and 86.54 m2. The value of b is…

Q: 2. Calculate the cut area of the drawing below both with the known shapes formula and with the…

A: This question is from survey engineering. Here we are given with a cross section of structure . This…

Q: 2

A: Step 1:Step 2:

Q: solve using interpolation

A: Yes, Sample calculation is shown below.

Q: Find the interior angle Bat point 2inside the basel ne of polnts 12 and 3. Please do not write any…

A: given, point x y 1 2420.25 1512.48 2 2221.24 1550.79 3 2526.97 1570.24

Q: Determine the coordinates of the centroid of the shaded area. y 30 60 75 30 75 90 65. --x 205…

A: Dividing the above figure into parts.

Q: SITUATION: A 12 ft x 10 ft footing carries a total load of 300 tons. Standard penetration test was…

Q: If the magnetic meridian is to the left side of the true meridian, declination is said to the O a.…

A: Following is required answer :

Q: Find the radius of the

A: Circumscribed of a triangle , radius = abc4 x ss-as-bs-c where, s=a + b + c2 s = 12 + 15 +…

Q: The relevant cross-sectional details of a compound beam comprising a symmetric l-section and a…

Q: Calculate the area of the polygon in meters squared and in Dunam

Q: Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale…

A: Solution: The contour lines for the 301.6 and 302 are drawn using interpolation method. The contour…

Q: how far is the center of the circle x^2+y^2-6x-8y-11=0 from the y axis asap pls

A: Express the equation in the general form. Then compare to find its center

Q: Calculate the Minimum X distance on the drawing below: 1.000 C Ø.995-1.000 +0.008MABC X O…

A: Given, Elevation and plan drawing of a section To find : Minimum value of 'X'

Q: 4. For this oblique triangle, what is the length of side b given the following data: Angle B =…

A: Given: a = 125 ft c = 200 ft Angle B = 38o 15'

Q: Step - by - step process please

A: Given data in question Moment value in vector form Lever arm in vertor form To find out How to get…

Q: Find the interior angle B at point 2 inside the baseline of points 1,2 and 3. Please do not write…

A: Given, point y x 1 1512.48 2420.25 2 1550.79 2221.24 3 1570.24 2526.97

Q: How to find the measure of the lines? 60 degrees, 127 to 53 degrees, and 125 degrees. Area =…

A: A figure in which the area and perimeter arearea = 144.1672 perimeter = 71.8077needs to find the…

Q: LINE BEARING DISTANCE LATITUDE DEPARTURE DEG MIN N (+) S (-) Е (+) w (-) 1-2 S 33 29 w 42.63 35.555…

A: Finding out distance of 3-4 and 4-5 lines.

Q: Determine the coordinate of the centroid (y) for the following section with respect to the given…

Q: Draw in and label the 150 m contour line. 112 152 108 130 162 122 140 170 132 155 162 140

A: Contour lines are the lines joining the points of equal elevation ..

Q: Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale…

A: Solution:

Q: add the decimal fractions. 0.9138.047+76.465

A: Given decimal fractions are: 0.913 8.047 76.465

Q: Determine the surface area of the ring. The cross section is circular as shown.

Q: The following offsets are taken from a chain line to an irregular boundary towards right side of the…

Q: STA BS HI FS IFS ELEV BM25 5.3650 259.5108 254.1458 0+ 000 2.3225 257.1883 2+ 000 1.3256 258.1852 4…

A: Given profile levelling Height of instrument = elevation+ BS Elevation = HI - FS/IS

Q: 3. COMPUTE THE MISSING LENGTHS OF TWO SIDES Latitude Departure Line Bearing Distance N (+) S(-) E…

A: The Values in Positive x- Direction are Eastings. -ve X-directions as Westings+ve Y-Direction as…

Q: LINE AB BC CD DE EA STA A B C D E STA A B C D E DIST. 48.96 28.63 39.53 33.28 39.18 ADJUSTED FORWARD…

Q: EXAMPLE 1: Draw the fallowing Figure using the different methods of ends line coordinates…

A: Line Command in AutoCAD: A line is drawn in AutoCAD by following steps given below. Open the…

Q: From the information shown in the following table, find the magnitude of the local attraction line…

A: in the close polygon the part point will be meet with the first point so their is the side FG must…

Q: Irregular Area = 1930 m2 and the offsets from line AB to the Irregular line ( h1, h2, h3 , h4 , h5 ,…

A: Area = A = 1930m2 h1 = 30m h2 = 28m h3 = 15m h4 = 27m h5 = 22m h6 = 13m h7 = 10m

Q: 2. Complete the profile level notes shown below, perform the customary arithmetic check, provide a…

A: Leveling is the process in which we measure the levels of the various point of field in a linear or…

Q: C = 52° 29' a = 70° 20' 50" c= 51° 41' Find A.

A: Given data: C = 52° 29' a = 70° 20' 50" c= 51° 41' Find A.

Q: 1- Find the area enclosed by the points and the x axis by using the Gauss quadrature (one point…

Q: 1- Find the area of the region bounded by y = 3√2x and y = 8

A: To find the area of the region bounded by the curves y=32x and y=8x2, we need to follow these…

Concept explainers

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.

Question

Q.1.
Please calculate the area of cut cross-section using the coordinate method.
759.90
8.53
759.14
0.00
758.51
-7.14
758.49
758.37
6.00 757.87
758.37
0.00
757.87 -6.00
-6.50
6.50

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

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

8.683 * 0.4039
Q1) Draw contour lines of 301.2m, 301.6m, 302m, and 302.4m by interpolation method, with scale 1:200. RLs shown in the table below. All dimension and RLS are in meter. Station 1 2 3 6 7 S 0 10 11 12 13 14 15 16 17 18 19 20 21 24 25 RL 301 3 301 42 301 54 301.75 302 302.05/ 301.94 301.79 301.61 602 $1 301.74 301.68 301.78 301.96 302.16. 302.20 301.96 301 S1 301.63 301 51 301.50 301.77 302 01 302.21 302 38 15 16 25 14 124 13 18 23 301.542 12 22 5 m 10 11 20 21 5 m
Which meridians are used to determine the relative positions of the lines in a small area? O a. Arbitrary Meridian O b. All meridians O c. Magnetic Meridian O d. True Meridian
Determine the location of centroid from x-axis. 40 50 50 | 25 25
Draw the profile for the point below: Distance (m) 0 22 30 45 Elevation (m) 355.7 355.4 354.2 353 60 78 85 91 125 150 352.6 352.9 353.4 353.7 354.7 355.2
Given: A1= 3400, A2=800, A3=706.85834, A4=176.71458 Y1=42.5, Y2=26.666, Y3=52.7324, Y4= 62.5 X1=20, X2=53.333, X3=52.7324, X4=17.5 Total Area: 4730.14376 ȳ=40.604 x̄ (x-bar) = 30.6224 Please, I want you to solve the: 4.) Moment of Inertia About the x-axis Ix 5.) Moment of Inertia About the y – axis Iy 6.) Polar Moment of Inertia about the axes Jo 7.) Moment of Inertia About the centroidal x-axis Ix note: In locating the centroid of the entire section, Varignon's Theorem. Varignon's Theorem locates the centroid of a composite body. I hope you will use the formulas I will be giving.
Draw the complete FBD of (c)members AB, FG, EBH and GHI 400 G 900 H 150 E 100 175 a 800 200 LBE C D 150 400 E 175 Ꮎ B 200 Dimensions in millimeters 150
Prob.11. The following offsets are taken from a survey line to a curved boundary line – Distance (m) Offset (m) Find the area between the survey line, the curved boundary line, and the first and the last offsets by – Simpsons rule 10 15 20 30 40 60 80 5 3.50 4.80 5.60 6.20 7.10 5.70 6.80 4.90 3.20
COMPUTE THE MISSING LENGTHS OF TWO SIDES AND DRAW THE DIAGRAM
b. Label the plot of the profile accordingly. The stationings, elevations, and horizontal and vertical scales must be indicated. Station BS HI FS IFS ELEV Remarks ВМа 0.95 500.95 500.00 Lamp post 10 +00 0.25 500.70 +10 0.44 500.51 ТР1 3.13 503.44 0.64 500.31 20+00 0.75 502.69 +10 0.89 502.55 +20 0.96 502.48 ТР2 2.16 504.32 1.28 502.16 30 +10 0.90 503.42 +20 1.10 503.22 BMb 1.00 503.32
3 Consider the line y What is the slope of a line perpendicular to this line? What is the sope of a line parallel to this line? Slope of a perpendicular line: Slope of a parallel line: