For an azimuth DE=106°26:48" and angles to the right, compute the bearing of FG if angle DEF=97°4452" and EFG = 103°15'14" ⒸN37°03′34″W ⒸN37-26′54″W O N52°56′26″W ON52 3306 W

Q: A lake with a surface area of 275 ha has the values of: relative humidity = 60%  wind velocity at…

A: Given;Surface Area = 275 ha.Relative humidity = 60% Wind velocity at 1m above the ground (u1) = 10…

Q: Slender column with two fixed ends. Find the Euler formulae (critical load), M Where =I dx² ΕΙ

A: Let the Euler's crippling Load be P. We have a column which is slender and fixed at both the ends.…

Q: A 24 KN M^^^^ 3.5 m M = 110 kN.m B 1.8 m C

A:

Q: DRAW V AND M DIAGRAM 18 KN 4₁ A ja kN/m 3m Am Im 10 kN/m 3m 777 B

A: Draw the shear force and bending moment diagram of the beam.

Q: B) Prove that %= (1-n) (1 + wc) GsYw

A: Prove the given equation: γt=1-n1+wcGsγw

Q: During measurement in spot speed study, a total of 1000 vehicles were observed. 85 per centile and…

A:

Q: Rainfall Depth and Intensity 2. Given the rainfall incremental depth compute the following; to =…

A: Given: to = 8:00 AM

Q: 3. A thin rod is free to rotate without friction about a fixed axis at Point A. The other end (Point…

A: The angle of the cable attached at point B = 45° The mass of the thin rod = 18 kg The length of the…

Q: Provide

A:

Q: A soil with a volume of 163cm^3 is sampled from a field. It weighs 221g. Then, the sample was…

A:

Q: 1 queuing. Suppose only through traffic is allowed on an intersection approach, and traffic arrive…

A: The saturation flow, s = 1750 veh/hr The arrival rate , v = 400 veh/hr The cycle time, C = 60 sec…

Q: Given: The L8x4x½ shown below is welded to the gusset plate by its long leg. L₁ = 10" and L2 = 7.5".…

A: Section: L8x4x1/2 Gross area,.Ag = 5.80 in2 L1 = 10 in, L2 = 7.5 in Length of the connection = 8.75…

Q: A conventional floor system has panel dimensions measured from center-to-center of the beam support…

A: Given;                                                                  ·

Q: The vertical shear force of 20 KN is applied to the beam of cross section shown.If beam dimension H…

A: Shear force (V) = 20 KN  Determine the shear stress at neutral axis of the section.

Q: If ruling gradient is I in 20 and there is also a horizontal curve of radius 76 m, then the…

A:

Q: Water is flowing in a rectangular channel having width 3.85 m and depth 0.86 m. Classify the type of…

A: A rectangular channel- Width of the channel b=3.85 m, Depth of flow y=0.86 m, Discharge Q=8.45 m3/s,…

Q: PART 1. AREA & VOLUME OF PRISMS Draw the indicated views for the isometric drawing below. Isometric…

A: An isometric view is given, we need to draw: 1. Top view 2. Left view 3. Front view

Q: Q4/ The pressure drop in a certain length of 0.3 m horizontal waterline is 68.95 kPa when the mean…

A: Horizontal waterline length =0.3 m, Pressure drop=68.95 kPa, Mean velocity V=4.5 m/s, Water…

Q: .. For a sleeper density of (n+5), the number of sleepers required for constructing a broad gauge…

A:

Q: The top width and the depth of flow in a triangular channel were measured as 4 m and 1 m,…

A: A triangular channel- Top width=4 m, Depth of flow =1 m, Velocity at surface- V=0.7 m/s, Velocity at…

Q: In a large reservoir, the water level is kept constant, and the water is discharged through a…

A: Calculation of relative pressure at B,C,D and flow rate through pipe####

Q: A driver is traveling 70 mi/hr on a road with a -2% downgrade. The driver's vehicle has a braking…

A: speed V = 70 mi/hr Grade G = -2% braking efficiency = 90% Stopping sight distance = 500 ft lateral…

Q: Well Hydraulics A circular dug well in fine sand region has a yield of 15 l/s under a depression…

A: A circular dug well in fine sand region- Yield Q=15 l/s Depression head S=4 m, Specific capacity per…

Q: RA 2 m ↓ 10 kN/m Figure 1 - A 8m C Rc

A:

Q: Q- The average rainfall for a 3 hour duration storm is 2.7 cm and the loss rate is 0.3 cm/hr. The…

A: A 3 hour duration storm- Average rainfall=2.7 cm, Loss rate=0.3 cm/hr, Flood hydrograph Base flow=20…

Q: Dimensions: L= H= E= A= |= t= a-= Applied actions: W= AT= 2475000 kN/m² 0.404 m² 0.081 m 0.312 m…

A: Given; L = 4 m H = 4 m E = 2475000 kn/m2 A = 0.404 m2 W = 45 kn/m

Q: •JORN THAT T Im 2m 2mm 1mf 40 mm 1.) Draw the shew and 28 Find to 3.) Flexural Date Flexural…

A: As per company's guidelines we can only answer first three questions. Kindly post other questions as…

Q: Situation 11 - Given the following data for the wall shown in the Figure. Dimensions: a = 0.3 m b =…

A: Unit weight of concrete = 24 KN/m3  Coefficient of friction at the base = 0.4  Length of the wall…

Q: What is the probability of an equal to or greater than 25 years flood occurring twice in the next…

A:

Q: 200 lb/ft -6 ft. B 250 lb/ft

A:

Q: For a thin plate subjected to the surface traction shown in Figure 6-16, determine the nodal…

A: T = 1000×A = 1000×1×10=10 kips A = 1×10 = 10 in2 E = 30×106 psi = 30×103 ksi AEL…

Q: A R1 6ft B 270 lb/ft 3ft ••• Ra C

A:

Q: A y 6 ft B + 5 kips/ft El= constant 6 ft

A:

Q: 40. Compute the maximum bending moment (kN-m) in the beam. C. 124.7 A. 118.8 D. 163.2 B. 142.8 41.…

A:

Q: Design cantilever sheet-pile wall penetrating a granular soil. a. What is the depth of the…

A:

Q: Q3: . A crank built up from cylindrical sections by welding required a loading of 250 lb to overcome…

A: Given; Load = 250 lb

Q: A triangular channel with apex angle 60° is carrying a uniform flow of 4.25 m³/s with a depth of…

A:

Q: soil with a volume of 163cm^3 is sampled from a field. It weighs 221g. Then, the sample was…

A:

Q: Observed N-value of an SPT test is 21. The N-value after correcting for dilatancy 1. 18 2. 21 3. 19…

A: Observed N-value of an SPT test is, No=21. The N-value after correcting the dilatancy =?

Q: The sequent depths in a hydraulic jump formed in a 4.0m wide rectangular channel are 0.3 m and 1.2…

A: Given- Sequent depths- y1=0.3 m,y2=1.2 m, Width of channel b = 4 m, It is needed to find the…

Q: Problem Solving: Round off your final answer to 2 decimal places. 3 m 3m 4 m 20 KN 15 kN 10 kN…

A:

Q: A 2,015-lb vehicle has a drag coefficient of 0.35 and a frontal area of 20 ft2. What is the minimum…

A:

Q: A horizontal curve has a degree of curvature of 10. Find the radius. Select one: a. 180 ft. O b.…

A: Given: Degree of curve=100 To find: Radius of curve.

Q: A 1.5 m square footing is founded at a depth of 1m (equal to the foundation thickness) in…

A:

Q: A rectangular channel 2m wide carries a discharge of 10m³/s at a depth of 2m. Calculate the specific…

A:

Q: Use the below data to find speed at capacity Speed, u, (mi/h) y Density, k (veh/mi) x, 53.2 48.1…

A: The filed data of speed and density are entered in the table with respect to linear regression form.…

Q: Situation 4. Situation - A wide flange section has the following properties: I= 108 x 106 mm² b =…

A:

Q: Situation 12- Wooden planks 300 mm wide by 100 mm thick are used to retain soil soil exerts a…

A:

Q: Rainfall Depth and Intensity 2. Given the rainfall incremental depth compute the following; to =…

A: Given: Time is in minutes. Rainfall Incremental Depth is in mm. Assumption: Rainfall intensity…

Q: 2. A 30 m steel tape standardized at 20°C and supported throughout under a tension of 5.45 kg was…

A: length of tape L=30m Standard temperature = 200C Cross section area  = 0.05 cm2 To find: The correct…

Coordinate Geometry of Survey

Coordinate geometry (COGO) is a method of inserting surveying or engineering data into geographic information system (GIS), computer-aided design (CAD), or mapping software. These data can be collected on the proposed construction site using standard surveying techniques and instrumentation or may be taken from existing maps, engineering plans, drawings, or records. Data gathered on the site includes coordinates of points, bearings, and distances between points. The data are noticed and noted through conventional surveying procedures, like a traverse or layout measurement series and it can be either digital or non-digital. The maps and plans are inclusive of boundaries, divisions, and other components, and these features are shown with coordinate values, the lengths, offset distance, and bearings between them.