FBAB= S 81° 50' E FBBC= S 53° 05' E BB ASF N 82° 15' W BBBC= N 52° 45' w FBCD= S 78° 40' W BBCD= N 78° 40' E FBOA= N 9° 25' w BBDA= S 9° 30' E А C D I. DETERMINE THE BACK AZIMUTH OF FBAB, FBBC, and FBDA. - II. DETERMINE THE ADJUSTED BEARING LINES OF EACH SURVEYING LINE.

Q: Question 1 ELEV. = 130m в L = 1000m D = 200mm f = 0.023 2. L = 1500m L = 300m D = 250mm ELEV.= 40m D…

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Q: locate fhe centroid of the area by integr ation

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Q: By moment-area method, determine the value of El6 at point A of the overhanging beam 900 N/m 600 N-m…

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Q: N87°30'E 589.06 m (3 sOnknown. Bearin 686.66 m Unknown Bearing ---- -- 654.06 m S 42°45'E 656.98 m.…

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Q: 21. An aluminum tube with the cross section shown has a constant Wall thickness of 2 mm. A torque T…

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Q: If the 8 = 45°, and the bar 0Q is rotating in the counterclockwise direction at 1.6 rad/s, which of…

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Q: Q.I Arigid horizontal bar of negligible mas is Conected to two vods as shown in fig If w = 15 kg the…

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Q: Problem 6.23 (Ans. 9.93 mm) Wp = 12 kN/m WL 16 kN/m 480 mm 550 mm 4 #22 -6 m- 300 mm 70 mm

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Q: Resolve the following into x and y components given that ϴ = 70 deg:a) P1b) P2c) P3

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Q: A pipe of Aluminum alloy is subjected to a tensile force F along its longitudinal axis. The pipe has…

A: According to hook's law young modulus E = stress / strain(recoverable) Here given E = 75 Gpa = 75 x…

Q: 264 kN 264 kN 264 kN 264 kN Η 54 kN B. C 3.00 m 3.00 m 3.00 m 3.00 m 4.00 m

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Q: 80mm Q2/ 20mm 70mm IF : N.A. |= 15.52 mm* V=10 KN 160 mm 110mm Compute the shear at horizontal layer…

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Q: FA= 8 kN %3D 0- -40° BFR = 6 kN Fig.(A) 128.Cos 00

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Q: H.W The uniform thin pole has a weight of 50 N and a length of 26m. If it is placed against the…

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Q: Figure 2: 20KN 70° A 00 10 KN 3M 10.0 M IS KN X B 1.0M

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Q: Determine degree of static indeterminacy

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Q: Which of the following most nearly gives the vertical displacement (mm) at e? 80/AE 113.14/AE…

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Q: Block A is moving down the inclined plane with an initial velocity of vAo = 4 m/s, increasing at a…

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Q: S.W 20 km TR. at midspan

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Q: Q4. Determine the required magnitude of F1, F2, and F3 so that the resultant couple moment is (Mc)R…

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Q: Problem #2 50 kN 15 kN/m 90 kN El = constant E=70 GPa 1-95x10° mm Required: 8, dc Og A + -6 m - 9 m…

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Q: 2 m 18 kN 2 m B 2 m A -36m-| Fig. P6.79

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Q: X ION im 7N 1m 15 N 1.3 M 12 N 1.2m 20N 62° X

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Q: l-and-socket connection in the horizonta ate the magnitudes of the forces P ar e ball end B of the…

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A 5m-

A:

Q: Resolve the following into x and y components given that ϴ = 70 deg:a) P1b) P2c) P3

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Q: What is the moment value at the free-end in KN-m? O +222.01 KN-m O + 216.09 KN-m O- 10 KN-m O + 216…

A: Option (C) is the correct answer.

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.