An engineer's level with stadia constant of 0.30 m was set up on the line between A and B, the following crosshair readings were observed. If the stadia interval factor of the levels is 100, determine the length of line AB. Show all your complete solution and illustration (if applicable)

Q: A transit with a stadia interval factor of 100.8 was set at C on the line between points A and B,…

A:

Q: 1. For the area shown, calculate the radii of gyration about the x- and y-axes. - 60– 30 25 90 20…

A:

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: Fill up the table below and find the difference in elevation and calculate the reduced levels of…

A: For TP1elv of BM10=153.5551HI at BM10=153.5551+2.5231=156.078ELvtp1=156.078-1.895=154.1832For TP2elv…

Q: 500KN 200mm 100mm 45° P

A:

Q: The width of a river being observed is 82 m. Assuming the transit being used has an external…

A:

Q: An instrument with K = 92.31 was used for determining the elevation point at D with a stadia…

A: Given:- An instrument with K = 92.31  Stadia intercept = 2.50 m  A vertical angle = 5 degree Stadia…

Q: Describe about the Dilatometer Method.

A: The Flat Dilatometer Test (DMT) is an in-situ test technique for determination of  fine-grained soil…

Q: From a transit line to the edge of a river a series of perpendicular offsets are taken. These…

A: To Find Area 1. Using trapezoidal rule 2. Simpson's one third rule

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 slope at point D of the beam shown using the Virtual Work Method. (You can verify…

A:

Q: 1.a.find interval latitude moment

A:

Q: Solve the following using Double Integration Method lo kaN /ma いニ Aon =? man bm ル EI = lo00 kN-m2

A: given- simply supported beam with UDL  to find - maximum deflection.

Q: etailed explanation about Newton-Raph

A:

Q: A tacheometer fitted with an anallatic lens was used to observe the following: Instrument W.C. B…

A: Draw the figure.

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

A: Given: The staff reading is taken which is set at a distance, d = 1.5 km From the point A, staff…

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

A:

Q: 2. An engineer's level with stadia constant of 0.3 and stadia interval factor of 100 was set up at…

A: stadia constant =c =0.3 stadia interval factor= 100

Q: 5.0 DIRECT (DOUBLE) INTEGRATION METHOD Home-Work: Determine the equations for the slope and…

A: Given data  Vertical point load Span member length Simply supported beam To find Deflection and…

Q: ROBLEM 2: R₁ DOUBLE INTEGRATION 400 N/m 3m 3m METHOD R2

A: obtaining the deflection of a beam by integrating the differential equation of the elastic curve of…

Q: A. A horizontal distance of 598.25mis to beestablished along a line that slopes at a vertical angle…

A: To determine slope distance should be laid out? Temperature correction per tape length Temperature…

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: Q1- : Water flows out of a lake into steep slope wide rectangular channel (n = 0.017) as shown…

A: Draw the given section:

Q: A 50m steel tape is used to measure line AB. The measured length of line AB is 521.16 meters. Given…

A:

Q: Complete the differential level notes shown below and perform the customary arithmetic check.…

A: To Determine Complete the differential level notes and Perform the customary arithmetic check. The…

Q: The slider block C moves at 8 m/s down the inclined groove. (Eigure 1) v Correct Figure Part B 2m…

A: VC=8m/s

Q: 14. For a wide rectangular channel y>>B. a) True b) False

A: Since , AREA(A) = B.y    & Perimeter( P) = B+2y Where B>>y

Q: Activity 1. From the rectangular area shown a semi-circle of radius 4 cm is removed. Locate the…

A:

Q: Plugging when performing the longitudinal section leveling of a road, the readings were recorded…

A: We know that, HI=BM+BSRL=HI-ISRL=HI-FS Here BM is the bench mark, HI is the height of instrument, RL…

Q: A surveyor used a 30 m tape in measuring an inclined distance. The measured length on the slope was…

A: Given:- The length of the tape = 30 m The measured slope length = 459.20 m The difference in…

Q: Use any geometric method to solve the response of the bean, Determine the maximum deflection (in mm)…

A:

Q: Use DOUBLE INTEGRATION METHOD to Determine the following: (a) slope at A (b) deflection at midspan…

A:

Q: Solve for the Slopes at point

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.