3. FIND PA -PB IN PASCALS IL 75 mm 5,6,= 0.8 OIL FROM C TO O 225 m 300 mm WATER 150 mm ELSEWHELE Petm= /01. 3 Po %3D

Q: نقطة واحدة What will be the variation in BMD for the diagram? [Assume 10 KN A B .L = 2m] Square O…

A: Step 1: The correct option is: Triangular Here's why:Square: A square beam with uniform load will…

Q: 2. What is the N, V and M values, draw the diagrams. 4m 3 m G1 4 t/m ↓↓↓↓ 2 m 4t

A: The frame is given asTo find:-Axial force, shear force and bending moment diagramsConcept:-Axial…

Q: Solve the Member GI and FG.

A:

Q: ++ 0.3 m S2 3.15 m ++ 0.3 m B. 7.0 m ++ 0.3 m 1.2 m 0.3 m 4.2 m 0.3 m 1.4 m 300 mm #+ +1 140 mn 360…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: 1.2. moving plate U plate = Umax Ufluid =0 u (velocity) A U fluid =Umax stationary plate F T j…

A: Given data:- The given two parallel plate velocities, u=1 cm/s The distance between two calculators…

Q: 4/39) Determine the forces in members BC and CF of the loaded truss, repeated here from Prob. 4/19.…

A:

Q: Question 7 7.Value of shear at midspan in Ib. b=3.17 inches h=5.62 inches P= 1657 lb A= 3.75 ft B=…

A: Question is based on the simply supported beam subjected to point load .Magnitude of load and span…

Q: ■ Determine the maximum T of the structural arrangement as shown below (S275). T 25 25 25 25 25 水 41…

A:

Q: Problem 3 Figure a 1 1.5 in. + 1 in.] 0.5 in. 0.5 in. 3 in.3 in. ▼ Part A If a = 9 in., locate the…

A:

Q: ==== #-Nos|೧[0][a]] <a]V[0]u I 1 2 3 4 5 6 7 9 1 0--|- N 1 A 1 B 8 G C D E F - J (m) @ 20 40 60 80…

A:

Q: Locate the centroid y of the beam's cross-sectional area. Take a = 45 mm (Figure 1) Express your…

A: Find centroid :y=A1y1+2A2y2A1+2A2

Q: Q3: - Use nodal analysis to find the value of Vab 4₁ = 40 mA R₁ = 20 2 ww R₂ h 300. 60 mA V3=0 R3 =…

A:

Q: Find Fx

A: ###Determination of Force on orifice in X direction  is Fx =?####

Q: The measured distance from A to B was 318m using tape having a cross-sectional area of 0.05cm has…

A: Find correction :Cp=Corrected- measuredCP=318.012-318=0.012m

Q: 0.5 EI mm S=10 40 EI -5 2 E = 2.1+ 10 N/m² I=70,000 cm4 √ = 10 mm a EJ 2EI b At = 10°c h t = 20%…

A: The given structure is a beam with a span of 2 meters, supported at both ends. The beam has a…

Q: Sieve 3/8 inch 4 10 40 100 200 mydrometer d (mm) 9.52 4.75 2 0.425 0.15 0.075 0.04 0.01 0.005 0.002…

A: Given data:

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.