Determine the horizontal distance from Bm1 to TP1 in meters Determine Elevation of TP1 in meters

Q: Given: A0A1=10.250m B1B2=0.735m Determine the distance A1B2 in m

A: Here Reduction to MSL concept is using As height is increasing then readings is also increase to…

Q: The head of water over an orifice of diameter 100 mm is 5 m. The water coming out from the orifice…

A: This question is related to Orifice and weir from Fluid Mechanics. In this question we calculate…

Q: The moment of inertia (second moment of area) about a horizontal centroidal axis is closest to:…

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Q: Determine Ix of the shaded area shown in the figure below

A: Consider the figure,

Q: Q- Calculate the corrected staff reading at point A, if the staff reading is taken from an…

A: Given data: Distance, d = 1.5 km Staff reading from instrument= 3.46

Q: Determine location of neutral axis

A: Given data : Consider upper flange portion (A1)=100×20=2000 mm2Consider  web portion…

Q: 0.6 m - 0.6 m → 0.6 m -- 0.6 m 900 N/m 50° B Cl 2

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Q: A and B are two points located on a sloped ground (see the figure below). The coordinates of A and B…

A: KINDLY NOTE, as per our guidelines we are supposed to solve the first three questions in a multipart…

Q: Determine the product of inertia with respect to the x and y axes for the shaded area shown. Hint:…

A: To find product of inertia

Q: For the T-section below. 30 mm 150 mm 30 mm 150 mm The moment of inertia (in mm) about x is nearest…

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Q: A circular water tank with a diameter of 10 m and with uniform cross section , some angles…

A: Diameter of circular tank = 10m MB is at the center of bottom base. Zenith angle = 1400

Q: Determine the moments of inertia of the cross-sectional area as shown about the centroidal xo-yo-…

A: A cross section is given we need to find out the moment of Inertia

Q: NE 320 SUUNTO MS 00 90 SO YO CO 00 MN

A: It is quadrant bearing compass by the observation of the readings.

Q: SITUATION: From the given figure. TABLE GH O03 can be useful. Determine the bearing pressure at the…

A: Total load on footing: P= 1000kN Footing dimensions: length= 4 m, width = 2m Area of base of…

Q: 6. Find Ix, ly, radii of gyration and product of inertia. Ø200 Ø150 300 300 Ø50 50 50- 300

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Q: 180 km/h h 10° Figure 4

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Q: LINE AZIMUTH FROM NORTH AB ВС CD DE EF

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Q: The sum of the interior angles of a polygon must equal: 360°00'00" O (n-2)180° O (n-1)180°…

A: Subject :SURVEYING  Sum of the interior angles of a polygon must equal: (n-2)180°

Q: 3.44 Solve for CD, HD, and HG. A 60° B 10⁰ I C 10¹ 41. H 2K 10' 6 E 4K ANERKENA 10¹ F

A: Given Data  Find the forces in member CD, HD and HG.

Q: Q2) In the figure shown, find the direction from point M into point P, if you know the direction the…

A: Consider the figure Given data Direction of LP =40o15`

Q: A steel tape of 50 meters long was used to measure the distance AD, which lies on a straight line,…

A: In portion AB Correction due to sag will be applied First under all parts correction due to…

Q: Problem 20.5 The origin of the secondary coordinate system shown is fixed to the center of mass G of…

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Q: . Find Ix, ly, radii of gyration and product of inertia. Ø200 Ø150 300 300 Ø50 50 50 300

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Q: Determine the centroidal moment of inertia. * Please refer to table of properties of channel section…

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Q: The force and couple system shown is equivalent to a force and a couple. Compute for the values of F…

A: Given Data: The couple moment is 150 kN·m clockwise.   To Determine: The values of F and θ if the…

Q: A position where the velocity of a particle, in ove dimentional motion, changes sign.

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Q: net area along 4,5,2,6,7

A: Given data, Width of the plate= b= 150mm Diameter of the rivet= d0= 20mm Thickness of the plate = t…

Q: 300kn 15° W 50°

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Q: B VA = 35 m/s 3.048 т A 1.8 т 30 т

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Q: Two planes intersect each other. What is the term for the angle formed perpendicular to the…

A: ans -b                 ans-(b) plane angle                 0ans

Q: Q- The difference between the sum of back sights and sum of fore sights is 3 meter and R.L of last…

A: Given data: The difference between the sum of back sights and sum of fore sights, ∑BS-∑FS=3. R.L. of…

Q: Compute the Ig and ỹ of the symmetrical l-beam with the given measurements from the figure 150 m…

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Q: Find: Moments of inertia Iu and Iy

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Q: The upper, middle and lower hair reading is 2.45 m, 1.86m, and 1.27 m respectively. Determine the…

A: Determine the horizontal distance from the instrument to the the observed point.

Q: For the cross-section area shown below the centroid is identified by point (C), the area moment of…

A: Solution solution of above question is in second step

Q: - Calculate the Vertical movement of point & B 200x200 mi z E = 2×104 N/mm2 300x300mm E = 2×104. Mi^…

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Q: Given: Shaded area below Find: Product of inertia with respect to x- and y-axis (Ixy) y h b

A: to find Ixy of the triangle section

Q: An instrument is setup at point A, and the rod at B. Elevation of point A is 700meters. Height of…

A: Given:- The elevation of point A = 700 m  The height of the instrument = 1.75 m The stadia interval…

Q: Calculate the centroid and moment of inertia of the compound areas

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Q: Use the virtual work method for solving problems 13.7 through 13.30. E=29x10^6 psi for all problems…

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Q: Calculate degree of static indeterminacy

A: Given data : The number of member in truss m=11 The number of Joint in truss J=7 The number of…

Q: A D, B h3D150m h,=100m

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.