(a) Use the moment-area method to determine deflections at C of the beam shown in the figure. BMD for the beam is given below. Take E = 200 GPa and I= 60 x 106 mm“ (b) Verify the results by conjugate beam method. %3D 50 kN 5 kN/m 41 I C В 2 m 4 m 4 m

Q: 6. Calculate the location of the centroid (x and y) of the area shown below. All dimension are in…

A: To determine the location of the centroid.

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A:

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A:

Q: y = h -b

A: Given, y=hb2x2

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A: For any compound section to find the centroid we divide that compound section into basic elements…

Q: Problem 10.6 - Locate the centroid of the section and determine the moment of inertia of the beam…

A:

Q: Calculate

A:

Q: Problem 1. Determine the magnitude and coordinate direction angles of the resultant force of the two…

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Q: I cut into 3 segment. Area: 4*1= 4 in^2, 4*1= 4 in^2, 10*1= 10 in^2

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Q: there is a problem in question a : R=by/b+2y not only b+2y

A: Q=100m3/s y=1.5m n=0.012 S=0.0002 b=?

Q: 1.3.5 Problems 1. Evaluate u v where u = e, +3e, - 2e,, v = 4e,- 2e, +4e,.

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A:

Q: While cutting a piece of paper, a person exerts the two indicated forces on a paper cutter. Reduce…

A: To replace the two forces into a equivalent force couple system at O.The cutting surface is 28" x…

Q: If 4x + 6 = 5(2x), what is x?

A: 4x+6=5(2x) So we need to find the value of x

Q: 6. What is the vector cross product 7 × F? r = 0.5i - 0.3j+ 0.9k [m] and F= -43i+54j + 61k [N]

A:

Q: Determine the area and the centroid (x, y) of the area

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Q: 8-7. A steel plate with holes cut in it is shown below. The plate has a thickness of t=6.35mm and…

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Q: 4.5 is there for reference. 4.13 (the question on top) needs to be answered.

A:

Q: 3 m P 5 m I bf = 220 mm tf = 42 mm d = 430 mm tw = 38 mm FY = 250 MPa

A:

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.