Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF - 74.003 - 260.516 FA - 211.459 - 137.681

Given in the accompanying tabulation are the adjusted latitude and adjusted departure of a closed traverse. Calculate the area by the DMD method LINE ADJ ADJ LAT DEP AB - 125.055 + 196.387 BC +20.241 + 241.003 CD +180.107 + 65.326 DE +210.169 - 104.519 EF - 74.003 - 260.516 FA - 211.459 - 137.681

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: Problem No. 2A 250x400mm beam with a concrete cover of 40mm and stirrups of 10mm with fc' of 35Mpa…

Q: Refer to the illustration below. f=28 MPa, fy= 400 MPa a. Determine the ultimate axial capacity of…

Q: Write equations for the shearing force and bending moment at any point in the beam and plot the…

A: ASKED: To write the shearing force and bending moment equations for the given beam and draw the…

Q: Now consider that the post is 14ft tall, is a W14x74 section with cross sectional area of A=21.8…

Q: From the table shows a summary of a liquid limit and plastic limit test. Compute the liqu limit.…

A: Given that Liquid limit casagrande apparatus test results Liquid limit is a water content at which…

Q: Describe the structural properties of one material example for each of the following material…

A: Structural properties of material mean the engineering properties or technical information used to…

Q: A gate with a circular cross section is held closed by a lever 1 m. long attached to a bouyant…

Q: A compound curve connects three tangents having an azimuth of 240°, 270° and 280° respectively. The…

Q: Q1. A car is traveling at 30 mph in the country at night on a wet road through a 273 ft. long crest…

A: Given data:- Length of curve ( L ) = 273 ft. Speed of car ( V ) = 30 mph Grade n1 = 4 percent Grade…

Q: 4) A trailer and truck combination having the axle loads as shown in the figure rolls across a…

Q: How can parole evidence be used to help construct a boundary line? O a. It can be used in refuting…

A: in question is from surveying and conflict management

Q: 24KN/m 24KN/m IC D 4 m 6 m 4 m-

Q: A rectangular concrete beam has a width of 400 mm and an effective depth of 700 mm. It is reinforced…

Q: 2 kN 45° B P = 4 kN 2 m E 2 m 2 m Given the space truss, find the force member BD in kN? 2. O 3 4

A: 0 is the correct answer.

Q: Question 3 A circular curve is used as part of the horizontal alignment of a 2-lane, two-way rural…

A: Spiral curve To offer a gentle transition between tangent sections and circular curves, a spiral…

Q: A cantilever beam of length 2 m with a square section of side length 0.1 m is loaded vertically at…

A: Calculate maximum bending stress?

Q: 2 kN P = 4 kN 2 m E 2 m 2 m Given the space truss, find the force member BE in kN? O 3.33 5.67 2.22…

Q: Question #5. Calculate the allowable axial compressive load for a stainless-steel pipe column having…

Q: 2.5' 7.5' Ay By

Q: What will be the designed section of a pier cap (Let b = h/2) for a simply supported 25-meter span…

A: Given, L = 25 m γc = 23.6 kN/m3

Q: 2. Water flows through an almost level channel 3-m wide at 40m³/s. The depth gradually increases…

A: Energy at 1:E1=y1+Q2A122gE1=2+4022×322×9.81E1=4.2652m

Q: igid base. The bar has diameter, D, us, E, mass density, p, Poisson's ratio, v pansion coefficient,…

A: Given:- Height=H Diameter=D Young's Modulus=E To find:- a) elongation of the bar b) normal stress c)…

Q: This is a type of admixture that is used to slow the rate of concrete hardening

A: The water reducer reduces the amount of water content of the concrete mix. The retarder increase the…

Q: :) For the beam loaded as shown in the figure, using area method; draw the shear and bending moment…

Q: Problem No. 3 A beam 200x450mm is reinforced by 2-32mm diameter rebar. Assume cc=500mm,…

Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

A: Elevation of station A = 25m Height of instrument at A = 1.3m Horizontal distance of B from A = 80m…

Q: 2 8 kN 8 kN -2 m 3 kN/m 4 m 2.

Q: A rectangular concrete beam has a width of 300 mm and an effective depth of 550 mm. The beam is…

Q: Q1/in the closed traverse with points ABCDA, the Azimuth of its sides are: AB=120° 14`, BC=40° 20',…

Q: 2) The beam is loaded as shown in the figure. Derive the shear and bending moment equations and draw…

Q: Q1) Beams A and B are known to have the following bending moment equations (refer equations a, b…

A: For beam A M=3x2+2cosxShear force of beam AF=∂M∂xF=32+2sinxF=32-2sinxLoad distribution for beam…

Q: Each of the links AB and CD is made of aluminum and has a cross-sectional area of 0.16 sq.in.…

Q: Determine degree of static indeterminacy

Q: Define Statically Indeterminate Structures. Differentiate it with Statically Determinate structures,…

A: Statically Indeterminate Structures:- Definition:- structure is said to be statically indeterminate…

Q: 8 kN 8 kN -2 m- 2 m 3 kN/m Refer to the figure, what is the horizontal component of the reaction at…

A: Note: there is an internal hinge at B so, moment to the left and to the right of it both will be…

Q: 2 kN 45° B P = 4 kN 2 m 2 m 2 m Given the space truss, find the force member BE in kN? O O 3.33 5.67…

Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

A: Elevation : The elevation of a point is its vertical distance above or below the surface of a…

Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

A: Given:- The elevation of point A = 25 m The height of the instrument at point A = 1.3 m The…

Q: Given: 1. capacity of Excavator = 1 cubic meter/minute. 2. Fuel Consumption of the excavator = 20…

Q: 50 kN 50 kN 100 kN Sm 4m 3m From the given truss, which member has an internal force of 50 kN…

A: A loaded truss in given and it has been asked to determine a member which is carrying 50KN…

Q: . Calculate the strain at the centroid of the tension steel in single layer if the effective depth…

Q: Water is drained from a vertical cylindrical tank by opening a valve at the base with the velocity…

Q: When land is increased due to a slow and gradual decrease in river flow, it is considered land. O a.…

A: Answer Effects of Natural forces or water body upon land can change the nature and extent of the…

Q: Determine the compressive force (in Ib) in the bars shown after a temperature rise of 170°F if d =…

A: To find out the compressive force in bar.

Q: The degrees of indeterminacy of the given structure is pin 3 O 4 O 5

Q: a. Types of structural forms

A: Hi! Thank you for the question As per the honour code, We’ll answer the first question since the…

Q: Calculate the strength reduction factor

Q: This is the ratio of the weight of an object to the weight of an equal volume of water at standard…

A: Density of defined as mass of an object per unit volume. Unit weight is defined as weight of an…

Q: he figure shown AB = 103.20m with A at Station 10+158.93. The angle VAC is 15°21' and le VBC is…

Concept explainers

Area Computations

The area is the mathematical estimation of the inner space occupied by any shape or object and area computation is the evaluation of how much inner space that particular shape or object has utilized. Simple applications include calculating the area of wall for the quantity of paint or plaster to be applied on it, area calculations for construction of a trapezoidal dam and how much material is required, calculating the area of a circle to determine the range or distance of wheels that they are capable of covering due to varied radii and so on.

Question

PROBLEM 1.
Given in the accompanying tabulation are the adjusted
latitude and adjusted departure of a closed traverse.
Calculate the area by the DMD method
LINE
ADJ
ADJ
LAT
DEP
AB
- 125.055
+ 196.387
BC
+20.241
+ 241.003
CD
+180.107
+ 65.326
DE
+210.169
- 104.519
EF
-74.003
- 260.516
FA
- 211.459
- 137.681

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 with 2 images

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

Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
Q7) Calculate the coordinates. Check whether the error is acceptable. Make corrections. N 59.0701g S2 145.5558g S1 161.51849 A x=315.122m $3 S6 120.6210g 167.8089g S4 F S5 Y (m) x (m) Дх B (grad) a (grad) S (m) Ay STATION A 137.619 214.077 170.542 D 189.664 225.219 F 156.907 A 8 y=74.056m
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388565.277 -350.184605.780 -564.112-205.360 -50.882-965.697 Express all answer unitless and with 3 decimals for A to J No new data to sav
Q6) Determine |AB| and coordinates of points C,D,E,F,G,H and X. N 79.08g S3 111.77159 s2 S1 144.3233g E A S4 293.03739 S5 252.1676g B (grad) a (grad) S (m) Y (m) x (m) STATION Ду Дх A 70.984 632.089 B 232.964 687.333 158.090 141.338 D 188.521 E 99.712 F 118.203 G 172.782 H 97.426 116.0859g 2806279g
Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
Q11: The four comers A, B, C, and D of a portal frame factory having the coordinates Satisfactory given in Table 7, are to be set out from control station P by a total station instrument. Calculate the WCB and distance to establish each comer of the portal frame factory. Y N Table 7: Corner Easting (m) Northing (m) A 117.984 92.849 82.629 128.204 33.132 78.707 68.487 43.352 The coordinates of P are E 110.383 m, N 81.334 m. (PC 3.4, 4.3, RS 5, RK 6.5) A:
3. The following data if a closed traverse is shown in the technical description. The area of the closed traverse is 63147.05 sq. m. LINES AB BC CD LAT. a -240.20 -160.00 DA 179.70 Solve for the unknown variables. DEP. 120 с e -220 DMD b d f 8 2A 26460.0 X -86480.0 39534.0
Following are the data gathered from the traverse: Lat Dep DPD 2A 399.790 0 565.388 565.277 -350.184 605.780 -564.112 -205.360 -50.882 -965.697 Express all answer unitless and with 3 decimals for A to J
QUESTION 1 A traverse survey was performed and the following data was recorded. I.S. TGT F/S HORIZ.CIRCLE SIDE LENGTH (m) A L/R 106-47-00 АВ 502.2 A В В L/R L/R 163-40-00 247-16-00 BC CD 421.3 318.2 C L/R 004-44-00 DE 215.4 В L/R 029-21-00 EA 1049.0 L/R L/R 177-38-00 D 341-56-00 D LUR L/R 137-07-00 081-27-00 L/R 143-36- Assuming a local origin at A(0,0) and direction A-B as the local North, calculate the following (in tabular form): (a) the reduced angles for each traverse station. (b) the whole circle bearings for the sides of the traverse. (c) the Northings and Eastings of each station. (d) report the misclosure in latitude and departure. EBA BDCEDA
8. Compute for the following and show the tabulated solutions: Azimuth LINES Length (S) АВ 1020.87 168d35m ВС 1117.26 263d30m CD 660.08 304d25m DE 495.85 5d30m EF 850.62 46d15m FA 855.45 112d30m (lengths in 3 dec. places; bearings in deg-mm-ss) a. Using Transit Rule, solve for adjusted latitudes, departures, distances, and bearings for all the traverse lines Lines Adj. Latitude Adj. Departure Adj. Length Adj. Bearing AB BC CD DE EF FA
AS1. NO4 DATA ANALYSIS
Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC CD DA 2- Linear misclosure 3- Traverse precision Length(m) 330 866.8846 411.0045 827 Sum=2435.15 Azimuth 181°25' 89°50' 355°00' 264°18'20" Point A B C 1358.7 D 1323.167 A (calculated) 500 Easting 500 491.84 = = Northing 500 170.1 172.62 582.059 500