respectively. If the stadia interval factor of the instrument used is 98. Calculate the length of the line.

Q: 8 نقاط find length of bc in triangle (A) (abc)when (ba= 120m ) (a c= * 210m) angle a= 40 d

A:

Q: OCC A B C D DISTANCE (m) ? 150.932 ? 209.613 E F 134.912 F A 110.147 Sketch the data above and solve…

A: first convert the bearing in WCB

Q: The focal length of a telescope is found to be 0.25 m and the stadia interval of the tacheometer is…

A: Focal length f=0.25 mStadia interval i=2 mmThe stadia interval factor=?

Q: We make a cut through BC, BF, and FG. The free-body diagram of the section to the left of the cut is…

A:

Q: Use the method of virtual work and horizontal displacement of joint C 600 N 2 m 000 N E 2 m B 2 m

A:

Q: Compute the flexural stress (MPa) in the steel for the beam shown using transformed-area method.…

A:

Q: 8. Find the particular solution of the following DE. a. D - 2D- 3)y 0; when x 0, y = 0, y -4. b. D2…

A:

Q: Aa Al

A:

Q: 21: The figure below represe riangle (abc), Azimuth b to d where ab-bc= 50m. d = dc= 40m. calculate…

A: GIVEN,FB of bd = 110°ab = bc = 50 mand ad = dc = 40 m to determine length of bd  angle a,b, and c…

Q: Wo> pa WIOX 30 18' Find: Centerline spacing = a if p: .6 V : 18 Ksi

A:

Q: 3. A line was measured by a 30m tape which was accurate before starting the day's work. After taping…

A:

Q: The distance of the centroid from the y-axis is Blank 1in. Note: Use two decimal places y ... 3 in.-…

A:

Q: Determine the magnitude of resultant and its direction measured from y axis if F8 = Goo and O=20 b)…

A: Resultant: The force which represents the combination of two or more forces that are acting on the…

Q: 785 mm 19.7 mm ------ X 33.5 mm- -384 mm- Built-up Section Typical Section Ix = 4200 x 106 mm4 ly =…

A: In this problem we nedd to calculate the moment of inertia about the centroidal axis of the built up…

Q: Q2) For the system shown in (FIG.Q3B) determine the resultant and locate it w.r.t. point A? 150 N…

A:

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: WL3 | 15. W &max %3D 192EI 2

A:

Q: Use virtual work method Length ab is 10m bc 10m cd 10m de 10m ef 10m Find Deflection at A B C D E…

A: As per bartleby guidelines, only 1st question need to be solved among multiple questions posted.…

Q: Deter mine the veta tron atpoint of the frame shown in figuve. Takke %3D E= 200x10 mpa / 1=3. x1o…

A:

Q: N 78°38' E N 78°38' W S 78°38' W Due West

A: Sides of the triangle are: a = 800, b = 1000, and c = 600. Let the internal angles of the triangle…

Q: 4. Line AB was measured and the result is 834m. It is measured using a 30m tape that is 0.002m too…

A:

Q: 8. Determine the horizontal distance by using stadia marks indicated on the metric rod sighting…

A:

Q: Determine the components (x and y or v and h) at point x from the given frame. 1m Im Im 30KN 1.5m

A:

Q: Problem 7: Determine the angle 0 between the y axis of the pole and the wire AB. 3 ft 2 ft 2 ft 2 ft

A: Given :- To find :- Angle between y axis of the pole and wire AB

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: Q4/ For the figure 2: 1-value of the contour interval. 2- value of x. 3- draw the .profile of…

A: There are 4 contour lines and 5 contour intervals between contour line 50 and contour line 75. That…

Q: Compute the FR and ϴx on a 1 m wide strip of the gate shown.

A: Objective: To determine the resultant force on the gate and the angle made by the resultant with…

Q: Jse the conjugate beam method and determine che deflection and slope at point A. E = 29x10^6 psi and…

A:

Q: A new building is being construct and linear measurement of two bays shown in table 1.0. Вay…

A:

Q: What is the horizontal angle which it makes with the magnetic meridian through one of the…

A:

Q: 1. Compute for the value of the resultant and the angle. 360 N 50° 95 N 20° 220 N

A: Compute for the value of the resultant and the angle.

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…

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.