1001b 10 ft A 10 ft 10 ft 10 ft d800 200 1b 30° 300 ib

Q: Q1). The following consecutive readings were taken along a straight line from station (11+090) to…

A: Solution: Section 1: H.I1 = 0.680+50.25=50.93 m h2 =50.93-1.455=49.475 m h3 =50.93-1.855=49.075 m…

Q: A surveyor whose pace factor is 0.871 m/pace took 768, 771, 772, 770, 769, and 770 paces five times…

A: Given: Pace factor = 0.871 m/pace Paces: 768, 771, 772, 770, 769, 770 Length XY =?

Q: The moment of inertia (second moment of area) about a horizontal centroidal axis is closest to:…

A:

Q: 50 15,20 88 63 15/ 20/ 48 25 L 38 75 38

A: Here, the isometric view is given, Take a view from the front where 63 dimension is given; According…

Q: Q2) In the figure shown, find the direction from point M into point P, if you know the direction the…

A:

Q: 15. What is the area of the clear sight triangle required for a passenger car at a signalized…

A: Transportation engineering is the design, development, and maintenance of transportation systems…

Q: Often many possible road desigil dile agreed upon reasonable valye solution.

A: Step 1: Often Many possible road design alternatives are possible, however there is an easily agreed…

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

A: Given data:

Q: show solution

A: Double vernier : It is the combination of Direct vernier and Retrograde vernier. It is used when…

Q: The pin-jointed space truss shown in Fig. P.15.14 is pinned to supports 0, 4, 5 and 9 and is loaded…

A: Considering joint 27 as shown below: Where, u2, v2 = Horizontal and Vertical displacement of point…

Q: QUESTIONS NN Distance Back Middle Forward RS63 1552 1 100 1006 807 n 2 110 804 1258 2 3 150 2009…

A:

Q: HELP PLEASE WITH THE OBJECTIVES, INTRODUCTION, AND CONCLUSION (ATTACHED PHOTO ARE THE DATA AND…

A: To balance a traverse applying corrections based on errors in bearing.

Q: COURSE DISTANCE (m) BEARING AB 105.67 N 30.15° E BC 126.15 N 74.18° E CD S 40.31° E --- DE 127.77 S…

A: A closed traverse ABCDEFA is given in which length of CD and bearing of FA is missing and it has…

Q: NE 320 SUUNTO MS 00 90 SO YO CO 00 MN

A: It is quadrant bearing compass by the observation of the readings.

Q: Check the correct statements regarding the picture. * ALT HDG MDA 310 10 ▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬▬ 10 10…

A: The picture displaying shows, Air craft is perfectly aligned with the centre of the runway

Q: Discuss the concept of "Return Period"

A: Return period is also known as frequency and the recurrence interval

Q: Express your answers in degrees-minutes-seconds and use dash line "-" as a For example, N90-00E for…

A:

Q: Using the figure, supply the data needed in the numbered cell. BS FS 3.06 BS 1.02 FS 5.67 BS 8.78 FS…

A:

Q: Q3 Calculate the true different in elevation between point A and B, take the effect of curvature…

A: Curvature correction is negative.

Q: Is the formula for Cc = 0.007(LL-10) ?

A: I have explained which formula is used in that given problem  Please go through it i have also…

Q: Determine the moment of Inertia of the quarter of the circle having a radius of 5m shown in the…

A:

Q: S 45 deg E is converted to an azimuth of A 135 B 125 115 145

A: The given bearing is in terms of Quadrantal bearing. Azimuth is the angle subtended with North in…

Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: A 48m distance from A to B on a level ground was paced by a civil engineer for the purpose of…

A:

Q: F₁ = 70 F3 = 30 Find: 4 3 26° Ө Fix Fiy F2x F2y F3x Fay -у F₂100 155° X

A:

Q: 6. Find Ix, ly, radii of gyration and product of inertia. Ø200 y Ø150. 300 300 Ø50- 50 50 300

A:

Q: A (150,100) 442) H O B (190, 210) A2.330° T 25th TG M (2305100) ↑ ( (280) 100) Compute the area of…

A: Given:

Q: Problem no. 1: The difference in elevation between observed points A and B is 47 m and the…

A:

Q: Find the full supper elevation of road and the angle of supper elevation if the radius of road 400m…

A: Given: The radius of the road is 400 m. The width of the road is 12 m. The car speed is 45 km/hr.

Q: Using Transit Rule and Compass rule, solve for the adjusted distance of line DE. LINE BEARING…

A:

Q: Problem 3. What is the dip angle for the figure below? А -800- B -700-

A: we have to calculate the angle of dip   Dip Amount =tan-1elevation difference between two strike…

Q: 610 A 25 B 53.18° k 151 GR MAG 80 k 201 MBA+MAB (25) (12) for b 16.6671 न 20 Мос How did this value…

A: The below structure is shown;

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: The following are ordinates of 5hr UH. Derive and plot FH due to excess RF of 60mm

A: Since the ordinates of 5hr UH is not mentioned assuming it to be m3/s Rainfall excess (n) = 60 mm…

Q: -1 m 260 N B I _im- 320 N/m -1.7 m 200 N -0.8 m E

A:

Q: 18. A 30-sec transit was used to measure a horizontal angle reading was 125 35' the average value by…

A:

Q: 29°27 310SN 10c

A:

Q: Width U/S of dam = 45.7 , length of spillway = 14.2 , head above crest = 14.9 %3D %3D if approach…

A: A dam is a pressure driven design of genuinely impenetrable material worked across a waterway to…

Q: 2000-8", C = 100 El. 300.0 4000-16 C-100 EL 280.0 S000–10" E C-130 El. 230.0 20,000-12 C- 90 El.…

A: Estimate of pressure head at E = 250' ( other values can also be assumed, based on the assumed…

Q: Q2) On an inclined surface frictionless, snow covered, a skier has a speed of 45 mph at the bottom…

A: Speed of the skier = v  = 45mph or 100.655m/secLength of sloped surface = 300ft. or…