pearing of S 36° 42' 58", determine the ar

Q: determine the difference of elevation of points A and B

A: C value is not given. so I assumed C as 0.381. So there must be variation in the answer option…

Q: locate fhe centroid of the area by integr ation

A: Centroid (x  ,  y ) for the area enclosed by given curves is: x ¯ = 1A∫abxf(x)-g(x)dx y ¯ =…

Q: 14. A dumpy level is set up with its eye-piece and the reading on peg B is 0.705 m. The level of peg…

A: Given data- Readings for the Two pegs A and B-1.490 m and 2.195 m1.50 m and 0.705 m

Q: stadia reduction table, what is the difference in elevation if the observed vertical angle is…

A: Vertical angle 19°24" Staff intercept =s Difference in election v

Q: By route A (3.0 km long) point M is 111.200 m higher than point N. By route B (4.0 km long) M is…

A: To determine the most probable value of the difference in elevation.   Given, Length of route A (LA)…

Q: A level is set up and a reading of 2.195 m is taken on a bench mark the elevation of which is 89.54…

A:

Q: Foom 33* x ( cox?o + kim°8) = (-36.48-Lcosi46'51')- + (-14.52 - 2 kimlu6 si')- %3D う = 14.97 m 三

A:

Q: 1. With the given profile level notes, STA BM₂ 0 +00 +10 TP₁ 0 +22 + 30.5 +34.2 +39.3 + 42.5 TP₂ 0…

A: To find the Elevation at BMb and to plot the profile

Q: 50kn 1,5m 2-N

A: Given,  There is a beam as shown in the figure.  There is a point load which is Acting at the middle…

Q: Find the end forces of mem ber CE using the s tiffness matrix method. 90kNim B. B Sm

A:

Q: 20⁰ 30, A 6kN 2kN 0.4m 0.6m

A: Given:- To find:- Force in AB

Q: finite element method (FEM) at AB?  a. 141.67 kN-m b. 145.67 kN-m c. 155.67 kN-m d. 167.55 kN-m…

A: Anwer The fixed end moments of the beam are shown in the below image

Q: 20 kN y 30 -x- 45° 8 kN 4 kN Problem 2/80

A:

Q: A level is set up and a reading of 2.895 m is taken on a bench mark the elevation of which is 67.145…

A:

Q: 498.20 m 835.15 m 6*45 本 A 50°10' 902.08 m hat is the Area of ABD? 28.9261 ha. hat is the Area of…

A: The lengths of sides areAB =835.15mAD=902.08mBC=498.2mCD=512.35mAngle ∠BAD =50°10'Angle ∠BCD =96°45'

Q: Four hills A, B, C and D are in straight line. The elevations are A = 247 m., B = 236 m., C = 314…

A: Given: Elevation of A = A = 247 m. Elevation of B = 236 m Elevation of C = 314 m Elevation of D =…

Q: Features on a slanted surface appear foreshortened on the primary views. True? A. Yes, always B. No

A: While viewing any object from six principal views, there are certain times when exact shape and size…

Q: A 2-meter long sub tense bar was first set-up at A and subsequently at B, and the subtended angle to…

A: To determine the length of the line AB-

Q: (a) (b) S-diagram A C (c) M - diagram 21.39 3m 25 kN G B 1.5m 1.5m F 5 kN/m E 18.61 3m C 0.5m 20 kNm…

A: Given Load 25 kN & 5 kN/mMoment 20 kNmSpan 11 mTo find out SFDBMD

Q: A level is set up and a reading of 2.195 m is taken on a bench mark the elevation of which is 89.54…

A:

Q: Towers A and B stand on a leyel ground. From the top of the tower A which is 30 m, high the angle of…

A: Given data- The given situation in the question is shown below- To find- The height of tower B.

Q: Degree of static indeterminacy

A: Given data : The value of number of member in truss=3 The value of number of joint in truss=4 The…

Q: The following table represent the field data for traverse (CAB) using Theodolite and steel tape:…

A: Solution:

Q: A level is set up and a reading of 2.815 m is taken on a bench mark the elevation of which is 92.145…

A:

Q: HI = 1.496 ELEVATION OF PT A: = 200 K= 99 HAIR READING VERT. STADIA DISTANCE STA. OCC| STA. OBS…

A:

Q: A. A horizontal distance of 598.25mis to beestablished along a line that slopes at a vertical angle…

A: To determine slope distance should be laid out? Temperature correction per tape length Temperature…

Q: 100kN is attached to the pin at A. Determine the tension in the horizontal cable. Also, determine…

A:

Q: S.W 20 km TR. at midspan

A:

Q: Frquired De termine the Slope and de flection at point c. Eo 200,000 MPa ¢ 1? 98X10 mm?

A: in the given beam their is no support condition is given so assume that the beam is simply…

Q: Determine the elevation of PVI and PVT L=59.731

A: Given:- The initial gradient = 1.79% The final gradient = -1.15% The length of the curve = L =…

Q: 8-9 Determine the most unfavorable arrangement of the crane loads and compute the maximum and…

A: Beam and loading arrangement: To find: The maximum and minimum values of the designated quantities…

Q: POINT B.S I.S F.S HI DESIGN CUT+ FULL- ELEVATION 31.994 0.023 RL A 1.289 33.283 1.312 C 1.267 D…

A: There is A table which is Related to surveying.  It is Done by "Height of Instrument Method" Now…

Q: 3 - Find the level (Azimuth point OA, OB. OC) (A). From the drawing below. ( A vertical angle = 370…

A:

Q: An instrument was setup at A and the angle of depression to a vane 2 m above the foot of the staff…

A: Given data- Instrument at A- Horizontal distance between A & B =3000 m, Staff reading on…

Q: Azimuth from South to Bearing 1. 193°45' 2. 333°39' 3. 76°09'

A: To find into quadrant circle bearing

Q: What if the magnetic declination in a locality is 3° 11' W. Determine the true bearing (B) and true…

A:

Q: 5. OHITTED Pigures 3 and 4 are those of two closed traverses in the bearings of two `adjoining sides…

A: From the given traverse the data is following: Line Distance Latitude Departure AB 867.46…

Q: 3. In construction survey, a line BC 57.89m is to be laid out using a theodolite. The line has a…

A: Finding out elevation of point B.

Q: from point A in bet. B and C, the angles of elevation of B and C are 18deg30' and 8deg15'…

A:

Q: Determine the maximum height, h, perpendicular to the ground. h 55.30 ft/s² 25° 35° 1

A:

Q: DETER MI NE THE VERTI CAL AND HORIZONTAL COMPONENTS OF PORCE P WHICH ARE PARALLEL AND PERPENDICULAR…

A: Consider the figure,

Q: 10 m B 60 KN 40 KN 80 KN 30 m 50m- 50m 30m

A:

Q: a = 30°22' hi - 4.72' 2 + 72.32 S= 82.18 ft Elevation = 361.29' Rod 4.00R.R.

A: Given data  Elevation of instrument  Staff readings Angle of depression  To find R.L. of rod

Sediment transport

Sediment transport or Soil transport is the movement of solid particles, usually due to the combination of gravitational forces acting on the sediment, and the movement of the liquid at which the sediment enters. Soil erosion occurs in natural systems where the particles are sandstones (sand, rocks), mud, or clay; the liquid is air, water, or ice; and the gravitational force that works to move particles to the landing surface. Sediment transportation or soil migration due to the movement of liquids occurs in rivers, lakes, lakes, oceans, and other bodies of water as a result of currents and waves. Transportation is also caused by glaciers as they flow, and to places on earth under the influence of wind. Soil erosion due to gravity alone is possible in most sloping areas, including hills, scarves, cliffs, and the continental shelf — the continental boundary of the slope.