SOM Numerical: Two prismatic bars to calculate maximum stress
Two prismatic bars are rigidly fastened together and support a vertical load of 40 kN.
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Geographic Information System, Global Positioning System, Remote Sensing
Geographic Information System, Global Positioning System, Remote Sensing GIS, GPS & Remote Sensing: Modern Surveying Tools …
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Triangulation (Classification of Triangulation,Triangulation Layout, Well Condition Triangle, Trilateration)
Triangulation (Classification of Triangulation, Triangulation Layout, Well Condition Triangle, Trilateration)
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Plane Table Surveying (Setting up the Plane Table, Method Of Plane Table Survey, Accessories in PTS.)
Plane Table Surveying (Setting up the Plane Table, Method Of Plane Table Survey, Accessories in PTS.)
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Theory of Errors (Type of Error, Law’s of Weights, Probable Error, Error In Computed Result)
Theory of Errors (Type of Error, Law’s of Weights, Probable Error, Error In Computed Result)
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Setting Out Of Circular Curve (Linear Method -Offsets From Long Chord, Angular Method, Etc)
Setting Out Of Circular Curve (Linear Method -Offsets From Long Chord, Angular Method, Etc)
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Curve ( Type of Curve, Basic Definitions of Curve, Elements of Circular Curve )
Curve (Type of Curve, Basic Definitions of Curve, Elements of Circular Curve)
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Tacheometry (Tacheometer, Stadia Rod, Theory of Tacheometer, Distance and Elevation Through Tacheometer, Etc)
Tacheometry (Tacheometer, Stadia Rod, Theory of Tacheometer, Distance and Elevation Through Tacheometer, Etc)
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Trigonometric Levelling (Determination of Elevation of Object Of Various Situation)
Trigonometric Levelling (Determination of Elevation of Object Of Various Situation)
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Measurement of Area and Volume (Mid Ordinate Rule, Average Offset Rule, Trapezoidal Rule, Simpson’s Rule)
Measurement of Area and Volume (Mid Ordinate Rule, Average Offset Rule, Trapezoidal Rule, Simpson’s Rule)
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SOM
SOM Numerical: Two prismatic bars to calculate maximum stress
Two prismatic bars are rigidly fastened together and support a vertical load of 40 kN.
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