1. An aluminum tube wwith the croSs section shown has a constant wall thickness f 2 mm. A torque T = 400 N-m is applied to the tube. Use G= 28 GPa * %3D 40 mm 10 mm 20 mm

Q: Question 21 Provide the slope of water surface line in m/m. Section 1 water surface elevation = 80m…

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Q: A line measured with a 50-m steel tape was recorded as 352.70 m. If the tape is 50.08 m long during…

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Q: 12. What is the minimum value for angle of repose? a) 0 b) 60 c) 90 d) 180

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Q: If the surveyor is at Point A, and recorded the location of Line AB to be 200 degrees 35 minutes in…

A: Given data Angle of line AB = θAB = 200°35' Angle of Line AC = θAC = 280°15' Length of line AB (LAB)…

Q: 5] A line was found to be a 10.50% slope and was measured to be 3500.55 ft long. What is the…

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Q: 4. What is slope between point Cand point D? 2500m A 2000m B B' 5000m

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Q: Figure 5 $75 15'E 708.35 m Unknown $86 35 W 607.66 m 301.08 m Determine: Length of Line DE Bearing…

A: To Determine: Length of Line DE Bearing of Line FA To Draw the new traverse showing a new cut line…

Q: The X and Y coordinates (in feet) of station Shore are 653387.06 and 395027.52, respectively, and…

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Q: Determine the elevation at BM 36.

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Q: determine the correct length of the line to be laid out in the field

A: To determine the distance to be laid to exactly measure 100 m distance, fro error arising due to…

Q: 3. Calculate the Elevation of the bottom of the pipe at the given stations. 116.45 X 0+00.0 0+40.2…

A: Given: Elevation at station 0+00.0 = 116.45 Elevation at station 1+72.6 = 118.20 Required :…

Q: ● Find the total area of rectangle below Close traverse W N O | 131 S 5 m.

A: Distance and bearing of the traverse is given as Line Distance (m) Bearing AB 3 m 31o BC 5 m…

Q: 3. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 31.20 N 15°24' E 2-3…

A: As per the company guidelines, we are obliged to answer only one question at a time. Therefore,…

Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: In tacheometry, in between two same level pointsHorizontal distance (D)=KS+ZK=Stadia interval…

Q: Q4/ A lake has the Fellowing Shape 50 6. 40 2.Pt 2. Pt use Trapezoidal Rule to estimate the Sur face…

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Q: W₂=2rad/s A 3" B 1 Figure 1 TO INFINITY 90° TO INFINITY F

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Q: 15. A surveyor needs to know the distance between points C and B as shown in Figure D. A building…

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Q: Provide the slope of water surface line in m/m. Section 1 water surface elevation = 80m Section 1…

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Q: The measured slope distance of a line was 882.50 m. The following table shows the slopes for the…

A: It is required to determine the correction for slope. Here, a is the slope angle, and L is the…

Q: Benchmark A has an elevation of 437.596 m. What are the most probable values for B, C, D?

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Q: Find the perimeter of the triangle with sides 302m and 507m long and the included angle is 73°33

A: To find perimeter of triangle

Q: POINT NORTH/SOUTH DEGREES MINUTES EAST/WEST DISTANCE (M) 0-1 19 21 E 530.49 1-2 N 81 21 w 23.59 2-3…

A: Given, POINT LENGTH (L) BEARING (θ) LATITUDE=Lcosθ DEPARTURE= Lsinθ 0-1 530.49 S19°21'E -500.52…

Q: As per plan, the distance between two telephone poles is 2356.35 meters. If the location of one is…

A: Using tape length and slope correction formula

Q: 1. Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 39.36 S 09°18' E…

A: As per guidelines we need to answer only first question so please repost rest questions separately

Q: 18. From the shown figure below, determine the unknown data. LINE LENGTH BEARING AB 415.50 N70 15'E…

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Q: 3.015 0.780 J 0.462 Level H position 4 .925 3.250 |2.554 1.786 0.927 1.983 3.589 0.571 Level G.…

A: Given question is from levelling topic  The terms used in answer are RL which is elevation of a…

Q: URVEYING (1A)

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Q: 5. A closed traverse has the following data. | 等 LINE 1-2 2-3 LATITUDE +76.30 +33.80 DE PARTURE…

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Q: 1. PROBLEM 1. A lot in the form of a convex polygon has the following technical description. The…

A: Given, Line                 length                        bearing  AB                   525.36…

Q: As per plan, the distance between two telephone poles is 3566.35 meters. If the location of one is…

A: Given, Horizontal distance between poles = 3566.35m              Designated length of tape = 50m…

Q: Rising and Dipping distance which equation is correct? a. 2.20 X √ Elevation b. 4.10 X √…

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Q: t is the A line was measured on a sloped ground to be 15.94 m long. If the vertical distance between…

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Q: Lines AB and BC are on a straight line. The stadia intercept from A to B which are on the same level…

A: Calculate the horizontal distance between A to B, D = KS Cos2θ + C Cos θ K - Stadia interval…

Q: below using the Hardy Cross method. The CHw is 100. ping

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Q: A beam has a cross-section shown in Fig. SOM-FJ-29. It is subjected to a normal tensile force, P.…

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Q: What is the elevation of Point B? 5.65 ft Pt. A = Elevation of 1546.29 ft Pt. B 4.32 ft Coal…

A: Elevation of point A = 1546.29ft Height of instrument, Hi = 5.65ft Height of pole end from point B =…

Q: Compute the east coordinates of point Q in the below figure if you know the east coordinates of…

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Q: Q4. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement pro Calculate the…

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Q: How do you solve for the area of this section?

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Q: STA 8+50 elevation = 132.74 %3!

A: According to given datafor STA 8+50 Elevation=132.74STA 12+ 50 Elevation = 246.29To calculate the…

Q: 7. This rule of determining area is based on the assumption that the curved boundary consists of a…

A: In a geometric pattern, a refractory piece is examined and sorted on graph paper. The building area…

Q: As per plan, the distance between two telephone poles is 4350.35 meters. If the location of one is…

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Q: -18- (45.52) (40.00) 5000.00 ft N 10,000.00 ft E 4990.54 ft N 15,665.34 ft E (b) Exercise 4 5.…

A: Solution This can be analyzed on the basis of proportioning of distances in the fields using…

Q: 1. Determine the unknown elevation for the following. ELEVATION 202.167 ELEVATION 158.897 ELEVATION…

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Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.