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Casio Programs v4 - Engineering Surveyor

Casio Programs v4 - Engineering Surveyor

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<strong>Engineering</strong> <strong>Surveyor</strong> <strong>Programs</strong>for <strong>Casio</strong> fx-7400G & fx-9860GIIEXAMPLESThe following examples indicate how the programs can be used.1PT~CFIXQ: From an instrument set-up at (123.456mE, 234.567mN), the followinghorizontal angles were measured to the left and right hand sides of a tubularcolumn respectively: 246° 13’ 57” and 247° 54’ 32”. In addition, a horizontaldistance of 13.579m was measured to the column at the mid-point of theseangles. Calculate the centre co-ordinates and the radius.A: (110.764mE, 229.198mN) and 0.202m.2PT~CFIXQ: Two points were measured on the surface of a circular column. The columnis to the LEFT of the points looking from the first to the second.The radius of the column is known to be 0.406m.Calculate the centre co-ordinates of the column.Point Easting Northing1 23.432m 78.234m2 23.823m 78.765mA: (23.437mE, 78.640mN).3D~CFIXQ: Calculate the centre co-ordinates and radius of a 3D (inclined) circle with thefollowing points on its perimeter.Point Easting Northing Height1 80.779m 90.198m 23.567m2 78.334m 66.990m 25.567m3 45.345m 67.623m 34.123mA: (61.890mE, 80.840mN, 29.037mH) and radius 21.778m.Page 37 of 47

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