3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K = 100,%3Dand C = 0.3. Find the elevation of points A and B. (Solution: 15.12)Points ObservedRod InterceptVertical AngleA1.056+2° 00'B1.260-4° 00'

Answer:- Elevation of point A, Tacheometeric equation:- L=KS+C =100×1.056+0.3 =105.9 m…

A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K = 100, and C = 0.3. Find the elevation of points A and B. (Solution: 15.12) %3D %3D Points Observed Rod Intercept Vertical Angle A 1.056 +2° 00' В 1.260 -4° 00'

A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K = 100, and C = 0.3. Find the elevation of points A and B. (Solution: 15.12) %3D %3D Points Observed Rod Intercept Vertical Angle A 1.056 +2° 00' В 1.260 -4° 00'

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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.

Question

3. A transit located between points A and B is set up at point P with elevation = 96 m, H.I. = 1.2 m, K = 100,
%3D
and C = 0.3. Find the elevation of points A and B. (Solution: 15.12)
Points Observed
Rod Intercept
Vertical Angle
A
1.056
+2° 00'
B
1.260
-4° 00'

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