4 m 1.6 m- 2 m 0.8 m 100 N2

Q: Situation 1. From the figure no 1, point A is supported by a hinged while C and D are supported by a…

A: Given: Required: Reaction at support C, D and A

Q: III. A load of length 2m and intensity 2kN/m crosses the simply supported beam AB as shown.…

A: A load of length 2m and intensity 2kN/m crosses the simply supported beam as shown in figure.  We…

Q: i. | 20KN 10KN/n 3M 3M 3M 3M

A:

Q: cis2.turath.edu.iq A الرجاء قم بأختيار الاجابة الصحيحة س 46 | 1 درجة When can two forces be in…

A:

Q: solve for the total head loss given that the pressure drop between the junction=250kPa. (f=0.02)…

A: To determine the total head loss.   Given, Length of pipe (1), L1 = 875 m Length of pipe (2), L2 =…

Q: A C-channel has a dimensions of as shown, in mm, with a thickness of 75 mm. Determine the moment of…

A:

Q: 8KN 2KN A Z 3M am 3m

A:

Q: 75 N/m 800 N - m B 8 m-

A:

Q: y at a distance 3m From 20 KN lom' OF R.1 21 R2

A: To find deflection at 3m from R1

Q: Determine the moment about point O in terms of N-m. – 4 ft- 3 ft 45°. |-1 ft-| 50 N

A: The FBD of the section is shown below:

Q: + 400mm AT ZIL 666 4000 mm vertical movement of point A: KN -Steel Cylinder 200m 1000 4000 mm…

A:

Q: A- Determine the moment of inertia about the x axis. B-Determine the moment of inertia about the y…

A:

Q: 5 Draw shear and moment diagram for this beam. Using Table method. 20 KN/m A 5.5 m 2 m C

A: first find the fixed end moments and then forces at the supports MAB=20MBA=40MBC=-40MCB=0

Q: 6 m B 6 m 40 kN 40 kN 4@ 6m

A:

Q: 400 mm В 600 mm A 3 kN m 2 kN m

A:

Q: 2) What is the deformation 8gc in mm?

A:

Q: Determine support reaction

A: Apply equilibrium condition : ∑FX=0∑FY=0∑M=0Sign convention :Clockwise moment is taken as positive…

Q: + kNm hinge 2 EN/m 24 N 5 m

A: Calculate support reaction Hinge at c  Determinate beam

Q: 3: Determine the magnitude of the Maximum shear force in the beam Vmax = 7.5 kNO Vmax = 50 kNO Vmax…

A:

Q: Q.5: Locate the maximum Moment at a distance X from the support A Maximum moment at X= 2.0 m O…

A: Given data  UDL Span length  Overhanging beam

Q: H 4 kN I 60° D E F G A C B mim 2 m 2 m

A: Explanation of above answers are :

Q: Find the Total efongation of the bar below 12KN OKN 4KN 4KN+ 6KN LI 12 L3 L4

A:

Q: Which of the following equations is CORRECT? All symbols carry their usual means. v² 30(=+G) a) SSD…

A: Stopping sight distance (SSD) is the distance required for a driver to bring their vehicle to a stop…

Q: Calculate the moment of inertia about the y axis using integration y (cm) -1- x (cm) -1-

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: Determine (Y). D2 Y Q /sec L (m) D1 D2 130 0.8 6.5 0.25 D2 Y D1 + Hg-

A: Given information  Diameter ratio Discharge  Dwflection of manometric fluid. Discharge equation of…

Q: What is the moment at C to the nearest 1 k-ft? Be sure to use the correct sign. L1 = 6 ft L2 = 5…

A:

Q: 1. Determine the Value of the Reactions RA= 2. Determine the stRess Yalue in membes BE= BD = CE =…

A: Given,  It is A 2D truss..  Our aim is to Determine,  ... Reactions (vertical and Horizontal…

Q: 5. Find the Total efongation of the bar below 12KN 6KN 4KN 4KN+ 6KN L1 12 L3 L4

A:

Q: REFER TO FIGURE O1, DETERMINE THE INTERNAL FORCES ACTING ON THE FOLLOWING MEMBERS: (STATE…

A: CGAC=BFAB46=BF3BF=2 mAF=AB2+BF2     =32+22     =3.605 mSimilarly, FG = 3.605 mLoad on AF = 5×3.605 =…

Q: Calculate the sag, relative to A, of the points C and D in the cable shown in Fig. P.5.3. Determine…

A: It is required to find:- Sag at C & D with respect to A And tension in cable segments AB, BC, CD…

Q: 1 KN 4 KN 2KN 5 KN/m -70 CM 40 CM -70 CM 40 CM+-40 CM 60 CMH SUPPORT SUPPORT

A:

Q: 620 N/m A 1.8 m 3.1m 1.8 m 1.8 m Questions: At x = 1.1 m, V = N, M = N-m

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Q: M M M 13.9kft СЕ 4.64 kips M 9º MB 30 kips KN KN E E ·6² 6². 17.97kips 40kips E kNm kNm kNm 4…

A: Given data:- Below diagram is given in question;

Q: Q2: Determine (Y). D2 Y Q I/sec L (m) D1 D2 100 0.8 2.5 0.36 D2 Y D1 + Hg-

A: Given Q = 100 l/sec D2/D1 = 0.8 y/D2 = 2.5 and L = 0.36 m

Q: Problem 5: Replace the two wrenches and the force, acting on the pipe assembly, by an equivalent…

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.