Deter mine the veta tron atpoint of the frame shown in figuve. Takke %3D E= 200x10 mpa / 1=3. x1o mm4 SEN ツ lised

Q: Section 0 1 2 Remark VR (m/s) Depth (m) (degrees) - - - Right bank. 1.75 55 1.8 1.84 57 2.5 2.00 60…

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Q: Find 22 when u-o UEl If z = sincxy) %3D

A: To evaluate derivative at given point.   The given problem can be solved using the Chain rule of…

Q: 1. Assume El to be constant, E=200 GPa, I=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m B |D E| 1m 2m…

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Q: d) 30 kN/m 60 30 kN/m kN AB C DE 2 m 5 m 5 m 2 m

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Q: Solve the boundary value problem of y" +25y = 0 where boundary conditions y' (0) = 6, y' (π) = -9

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Q: 2. A hemispherical roof dome is subjected to a snow load ps. Develop the expressions Ps a and 0e Ps…

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Q: Solve the ff. Using CONJUGATE-BEAM METHOD ANSWER ASAP pls. Provide complete solution, I'll rate.…

A: Since you have asked multiple questions, we will solve the first question for you. If you want any…

Q: 2. Using AMM, solve for: a. Ymax (mm) b. OB (rad) in terms of EI. P A 20 kN/m 2 m B 3 m 36 kN/m

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Q: where & is in rad/s" ard t is in secs. when t-o,w%3d0rads/s ard 0=0.Find thfe maximum angular…

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Q: QIB) The following table represent the field data for traverse (CAB) using Theodolite and steel tape…

A: Solution

Q: B) RA =, KN, R, =, KN/m 60 KN/m 55KN 175 KN 6.00 m R. 1.50 m 4.00 m.

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Q: 7.59 7% 0.750 1.15 1% % Compute the moment of inertia for the built up section shown below about the…

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Q: A) B) TITT

A: (M + R ) < 2 J  =====> statically Unstable (M+R) = 2J ====> Statically Determinates (M+R)…

Q: (1) = (ii) 8-1 3s (ii)

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Q: ?? 250x(kd)? /2= 8x1473(600-kd) → solve to get kd = 1

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Q: A velocity field is given ty V = axi-ayi , a= _(a) Detemine The eqiuation for Streamline passmg…

A: Velocity Field The velocity field is explained as the distribution of velocity in a given space.…

Q: 234.5 KN 60 3.0 COMPUTE the HORIZONTAL avd VERTICAL YOINT DISPLACEMENTS 125.8 KN tc using the METHOD…

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Q: Н, — 19 тт, Gs = 2.51, Pa = 1.73 g/cm3 do = 0 division, Gauge factor = 0.01 (mm/division) Dial Gauge…

A: “Since you have posted a question with multiple sub-parts, we will solve first three sub-parts for…

Q: a. h the gven fgure below, the bearing of line AB is N 82 33' E. Determine the bearing of the bther…

A: Bearing of a line can be defined as its inclination from the North pole or south pole depending upon…

Q: Problem 3 y x? = 6 – 2y For the shaded region shown, determine the following: a.MOl about they-axis…

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Q: り 45ON 120 N 12 20ON J30 360 N a. Determine the x-component of the resultant. b. Determine the…

A: Given data in question  Forces  Angles To find out  X component  Resultant magnitude  Equilibrant…

Q: 6. The Orificemeter has a smooth edge hole. a) True b) False

A: orificemeter

Q: Figure below shows a jet of water striking a curved vane, which turns the jet through an of Im/s The…

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Q: igure 4 Unknown Bearing 1391.17 m S75 48'E 667.46 m S68 06'W. 1035.79 m 1272.4! m Unkno Bearing…

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Q: 3.] A poinqbears 112°T from a ship which then steams 7.3 nautical miles at 196°T. The point then…

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Q: QI/ convert the following Q.B to W.C.B 1. AB-N45 30' W 2. BC-S 75 45'E 3. CD-S 30' 30 W 4. DF- N 25…

A: Bearing: Bearing of a line is the angle measured from either the north or south end of a reference…

Q: A) RA=, KN, RB = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m A В 3.00 m 1 m 1m

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Q: Using DIM, solve for: Ymax (mm) b. Өл (rad) а. 200 IT 50 P (kN) 80

A: For Macaulay's method, Section should pass through udl and should include all the loads acting over…

Q: Q.77 Laplace transform of e 2t cos (4t) is s- 2 S+2 (a) (b) (s - 2)? + 16 (s- 2)? + 16 S-2 S+2 (c)…

A: given-e-2tcos4t

Q: (c) y" – 3y + 2y = 12e3x. (Use method of variation of parameters) |

A: The given differential equation is: y'''-3y''+2y'=12e3xD3y-3D2y+2Dy=12e3x The general form of the…

Q: Unknown Bearing 1391.17 m S75 48'E 867.46 m S 68 06'W 1035.79m 1272.41 m Unknown Bear 1938. 90

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Q: Figure No. 3 Given q = 200 N/m, L1 = 1.5m, L2 = 3m

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Q: 1500 kN (3 4 3 A 8 cm 771

A: To find force in member CD

Q: W.11/T Determine the gage p ch and in kilopascals. Ym = 1

A: h1 = 3.28 fth2 = 1.32 ftγw = 1.956 slugft3γm = 133 KNm3 or 26.53 slugft3

Q: 0.4 (h=lol) { Calculate the deflection at midspan (h=0.5))) hum 0.39 Var. 0.60 S E=25x10 kN/m² I=…

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Q: RA 0.8536 kg 8.3653N 8.4933N 1.5071% Trial 3 0.9430 kg 9.2414N 9.1467N 1.0353% Ry 0.8 kg at C & Ikg…

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Q: if the allowable 6tresses are St = 20Mpa and 6c = 8UM Pa, cdetermine the value of X such that w be…

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Q: 1. PROBLEM #1 Convert: a) 203 26'48" to grads b) 339.0648 to deg-min-sec c) 207 18'45" to radians

A: Answer:-                  In this question we will use the concept of degree minutes and seconds…

Q: Determine the angles made by the vector V = -57i+ 30j with the positive x- and y-axes. Write the…

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Q: Determine the location of the GEOMETRIC CENTROID and PLASTIC CENTROID. Use fc' = 27.6 MPa and fy =…

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Q: P P2 We 4m 3m Im Im Im 2m

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Q: (-6+ 15x = 3y 1-ky +9 = 10x Find the value of k such that the system is inconsistent.

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Q: Load factor17 usomm 4So mM

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Q: ope e asing doulole integietion

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Q: a. 5m 28 kN/m 30 kN B ckN 0.5*b kN/m 4m 3m 3

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Q: ass of plane: ension, T: 22,000 kg 400 N

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Q: 4m 3W 8m (kN/m) 2m

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Q: A) RA=. KN, R = KN 50 KN 20 KN/m 75 KN 15 KN/m 1m 1m A 3.00 m 1m 1m

A: Given  Simply supported beam with  Point load  Udl  UVL

Q: E Find the Forces in mem bers BD, CD eud CE 200 N/m 10 1.5m 27

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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.