P P P P P P P la 45° 45° A B

Q: Evaluate eln (x) dx 2 0.01 2 Tt 34 TI O O

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Q: C 105 22 B 118 37 Sta A C . D E 108°28′ E B 120 28 N30°00'W MERIDIAN 87°05' DEFLECTION ANGLE A ANGLE…

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Q: Convert 224 Psf to N/m2 * 72,102.51 25,304.80 10,721.51 17,528.42 Convert 726,000 lbs to MN * 7.21…

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Q: Та Tb 15° 30° Td Tc 60° 75° W

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Q: V SOLVE FOR 900N ↓ imt in I [600 p/mn 2017 * m₂ : ~ 1200 p/m

A: Given data:

Q: Standard leveling field book format (HI method) Location Date Observer Weather Inst. No Station BS…

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Q: Q/ The following sketch include inverting readings of some stations. Construct a table of complete…

A: Height of Instrument=HIBenchMark=BMBack sight=BSFore Sight=FSReduced Level=RLAssume the three change…

Q: 345 67 89 1o I1 2 200 b00 Find Pot Fil_assumeis87

A: Note: Hi! Thank you for the question as per the honour code, we’ll answer the first question since…

Q: The following readings were taken in sequence during a leveling job: Remarks BM1 R.L. 101.335 Peg A…

A: To prepare standard form of booking these readings and reducing using rise and fall method.

Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: If Lo =5 m and Co = 2, the design flexural strength , Mn for W250x58 section of A992M bent about the…

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

Q: 7-8 (L) Determine the coordinates of station S, the point of intersection between lines AB and PQ.…

A: Take northing along the y-axis and easting along the x-axis The coordinate of P(x,y) = (1050, 650)…

Q: DETERMINE THE maGniTuOE ano DIRE CTIO OF RES ULTANT OF TW0 FORCES 5kN 650 300

A: Given first force P= 5 kN;  Second force Q= 4KN Let resultant of these two forces is R which makes…

Q: Yuemo Point B-S 5-S1 [S 1.165 A 13 C D 6 1.598 1.12.5 1250 1.150 097 H-I/Ele 150m

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Q: Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced…

A: Given: Fixed elevation of BM 35 = 119.01 m Observed elevation of BM 35 = 118.933 m Total distance =…

Q: For the two lane highway below, determine the distance required to transition pavement cross-slope…

A: Given Data: Normal c cross slope is G=2% = 0.02 Super elevation is e=8% = 0.08 Design speed is V=50…

Q: 12 wedge A. 2865 N B 2685 N c) 2391 N D 1392 N 3224 N F 1932 N G) 3422 N H) 2586 N

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Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest…

A: Complete the table below?

Q: How do you calculate the total disclose of a three point traversing exercise. REFB 0 00 LEFB 180 00…

A: Calculate the average interior angles as given below, Angle Set 1 = RFFB of forward line – RFBB of…

Q: 200h sooN 200N 3m 3m 'R, "y at point C

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Q: Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial…

A: Given question,  (A) Diagram of traverse classification (B) Area calculation of traverse by DMD…

Q: If a force P= 5 Newton causes the 60- mm diameter shaft to slide along the lubricated bearing with a…

A: Using Newtons law of viscosity the shear stress and shear force acting on the Shaft have to be…

Q: Station BS BM1 2.565 1+100 prohle level 1+200 TP1 HI ? 33.562

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Q: Module 03- Coursework Activity 03 Complete the Differential Leveling Notes by providing data to the…

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Q: 1. calculate various angles and support reactions. 2. Using method of joints, calculate the forces…

A: Given figure shows the truss Required- to calculate support reactions member forces and to plot the…

Q: Situation D. Using the figure, supply the data needed in the numbered cell. BS FS 3.06 BS FS BS FS…

A: Given data in question  Back sights Fore sights Elevation of BM To find out  Complete the table.

Q: Station BS HI FS Elevation BM-125 920.00 ТР-1 3.11 X 1.27 920.47 ТР-2 Y 926.28 1.11 ТР-3 2.74 2.00…

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Q: 1.56 The vertical post is secured by three cables. The cables are pre-tensioned so that the…

A: The given figure is shown below:

Q: 0 0 350- 6028mm 01775 175 00 600 fe' = 27 MPa M₁ = 60 KN M M₂ = 200 KN M Compute WSD!

A: Note: Since you have posted multiple questions, we will provide the solution only to the first…

Q: Course LAT DEP DMD 2A 15 11.5 11.5 172.5 AB 595.4625 -815.675 BC 16.75 12.55 33.55 CD -20.45 27.65…

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Q: The field level book readings from a fly level are as follows: Staff station BM-1 A B C BM-2 RL…

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Q: sm find(X)=? Sm 1 *

A: step 1-

Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 HI…

A: "Since you have posted a question with the multiples sub parts we will solve first three for you as…

Q: Determine the force in members DF, EF, and EG of the structure below. DF: [ Select] EF: [ Select ]…

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Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.