Complete the following level notes. Show your detailed solution and checking.Differential LevelingStationBM1ΤΡΙTP2TP3TP4TP5BM2BS1.0501.2241.2761.0871.1621.751HIFS-1.9231.4812.2902.1402.7002.565Elevation147.630

We know that,Height of instrumentHI=Elevation of Bench mark+Back sightBSandEleavation of a…

Complete the following level notes. Show your detailed solution and checking. Differential Leveling Station BM1 TP1 TP2 TP3 TP4 TP5 BM2 BS 1.050 1.224 1.276 1.087 1.162 1.751 - HI FS 1.923 1.481 2.290 2.140 2.700 2.565 Elevation 147.630

Complete the following level notes. Show your detailed solution and checking. Differential Leveling Station BM1 TP1 TP2 TP3 TP4 TP5 BM2 BS 1.050 1.224 1.276 1.087 1.162 1.751 - HI FS 1.923 1.481 2.290 2.140 2.700 2.565 Elevation 147.630

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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Concept explainers

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.

Question

Complete the following level notes. Show your detailed solution and checking.
Differential Leveling
Station
BM1
ΤΡΙ
TP2
TP3
TP4
TP5
BM2
BS
1.050
1.224
1.276
1.087
1.162
1.751
HI
FS
-
1.923
1.481
2.290
2.140
2.700
2.565
Elevation
147.630

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Complete the following level notes. Show your detailed solution and checking. Differential Leveling Station BS HI FS Elevation BM1 1.050 ---- 147.630 TP1 1.224 1.923 TP2 1.276 1.481 TP3 1.087 2.290 TP4 1.162 2.140 TP5 1.751 2.700 BM2 ---- 2.565
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When carrying out the permanent adjustments of a dumpy level by two-peg method, the following observation were made. Instrument at E midway between C and D, 100 m apart. Reading at point C = 2.000 m Reading at point D = 3.000 m Instrument at F in line of CD such that CF = 120 m and DF = 20 m. Reading at point C = 1.500 m Reading at point D = 2.750 m Check whether the instrument needs permanent adjustments or not, and whether the line of sight is inclined upwards. What should be the correct reading at C if the instrument is to be adjusted?