Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio Fx880p Programs - posted in Casio CFX/AFX/FX/Prizm: I own a Casio FX880P and i am looking for navigation. Particularly i want program which you input latitude and longitude for departure and destinatino (le.g lat=60.30 or -60.30 - is for South lat and + for North equvalent is for East and West longitude) and the program outputs the mercator distance in nautical miles and the course in. CASIO FX-880P MANUAL PDF - Description. Casio FXp, the calculator is in very good condition. It comes with its original box, owner's manual in Spanish and programs' chart, CASIO FX-880P MANUAL PDF - Description. CASIO FX-880P MANUAL PDF - Yalla Page 7/24.
Casio fx-5800P Land Surveying Programs
ContentsNo.s1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
ItemsRadial Bearing & H-Distance by Coordinates Radial Coordinates by Bearing Distance Point to Point XYZ Reference Line Chainage Offset Intersections by Coordinates Intersections by Bearings Intersections by Angles Cross Point Angles Clock wise Anti-Clock wise Point to Point Easting Northing Point to Point Bearing&Distance 2 Point Resection 3 Point Resection 3 Point Centre of Circle Coordinates Simple Horizontal Curve Left & Right Level Interpolation Vertical Curve Triangles Calculator Information Instruction
Pages2 3 4 5 6 7 8-9 10 11 12 13 14 15 16-17 18 19-20 21 22 23 24-25 26
Before using the programs make some checks and make sure its working properly.
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Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio Fx 850p
Casio fx-5800P Land Surveying Programs
![Casio Casio](https://thumbs.worthpoint.com/zoom/images4/1/1217/01/casio-fx-880p-calculator-880-fx880p_1_01c5c247d3cadea10cdfc7c76271aa02.jpg)
Radial Bearing & H-Distance by CoordinatesIntroductionCompute the 'Bearing&Distnce' from any point to other points. This program removes the need to keep re-entering the first set of co-ordinates.
ProgramDeg:'STN E'?A:'STN N'?B:'SCALE FACTOR'?Z Lbl 0:'POINT E'?C:'POINT N'?D 'BEARING=':Arg((B-D)+(A-C)i)+180DMS 'H-DISTANCE=':Abs ((B-D)+(A-C)i)Z Goto 0
Example with DiagramPOINT E=456.547 POINT N=556.547
STN E=4.00 STN N=5.00
SCALE FACTOR=0.999621
Input'From 'co-ordinates: 'To 'co-ordinates: 'Depend on area'(STN E , STN N) (POINT E , POINT N),? IF NO SCALE FACTOR THEN =1.00000 (STN E , STN N) to (POINT E , POINT N) (STN E , STN N) to ?
OutputBearing & Distance
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Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
Radial Coordinates by Bearing DistanceIntroductionCompute the 'Coordinates' from any point to other points. This program removes the need to keep re-entering the first set of co-ordinates.
ProgramDeg:'STN E'?A:'STN N'?B:'SCALE FACTOR'?Z Lbl 0:'BEARING'?C:'H-DISTANCE'?D 'EASTING=':(sin(C)(DZ))+A 'NORTHING=':(cos(C)(DZ))+B Goto 0
![Ranked Ranked](/uploads/1/1/8/6/118695719/107886636.png)
Example with DiagramPOINT E=456.547 POINT N=556.547
STN E=4.00 STN N=5.00
SCALE FACTOR=0.999621
Input'From 'co-ordinates: 'To 'bearing distance: 'Curvature correction'(STN E , STN N) (BEARING , H-DISTANCE),? IF NO SCALE FACTOR THEN =1.00000 (STN E , STN N) to (POINT E , POINT N) (STN E , STN N) to ?
Casio Fx 880p Programs Online
OutputEasting & Northing
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Casio fx-5800P Land Surveying Programs
Point to Point XYZIntroductionCompute the 'Easting Northing Elevation' a point to next point
ProgramDeg:Lbl 0'STN E'?A:'STN N'?B:'STN ELEV'?C:'AZIMUTH'?D:'ZENITH ANGLE'?E:'H-DISTANCE'?F: 'H.I'?G:'T.H'?H:'SCALE FACTOR'?Z
'OBS EAST=':A+(sin(D)(FZ)) 'OBS NORTH=':B+(cos(D)(FZ)) 'OBS ELEV=':C+G+(sin(90-E)F)-H Goto 0
Example with Diagram
T.H=1.300 ZENAITH ANGLE=9000'00'
H.I=1.321 BM=3.000 AZIMUTH 4500'00' H-DISTANCE 141.421 STN E= STN N= STN Z= 100.000 100.000 0.000 OBS E= OBS N= OBS Z= 200.000 200.000 3.000
SCALE FACTOR=1.000000
Input'At Station' 'To Station' 'Curvature correction'(STN E , STN N,STN ELEV,I.H) (AZIMUTH, ZENITH ANGLE,H-DISTANCE,T.H) IF NO SCALE FACTOR THEN =1.00000 OBS EAST OBS NORTH OBS ELEV
OutputTo Station'
Page 4 of 26
Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
Reference LineIntroductionCompute the 'Easting&Northing' from base line to any other point with reference of distances.
ProgramDeg:'POINT-1E'?A:'POINT-1N'?B:'POINT-2E'?C:'POINT-2N'?D Lbl 0:'DISTANCE'?E:'OFFSET+/-'?F 'REQ -E=':A+(sin(Arg((B-D)+(A-C)i)+180)E)+(sin(Arg((B-D)+(A-C)i)+180+90)F) 'REQ -N=':B+(cos(Arg((B-D)+(A-C)i)+180)E)+(cos(Arg((B-D)+(A-C)i)+180+90)F) Goto 0
Example with Diagram
REQ-E REQ-N POINT-1E 0.000 POINT-1N 0.000 OFFSET +/DISTANCE 10.000 REQ-E REQ-N
-1.000 10.000 POINT-2E 0.000 POINT-2N 100 -1.000 1.000 1.000 10.000
Input'From 'co-ordinates: 'To 'co-ordinates: 'From base point' 'From base line'(POINT-1E , POINT-1N) (POINT-2E , POINT-2N) DISTANCE OFFSET +/-
OutputEasting&NorthingREQ-E REQ-N
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Casio fx-5800P Land Surveying Programs
Chainage OffsetIntroductionCompute the 'Distance&Offset' from base line to any other point with reference of co-ordinates.
ProgramDeg:'STN E'?A:'STN N'?B:'POINT E'?C:'POINT N'?D Lbl 0:'OBS-E'?E:'OBS-N'?F 'DISTANCE=':(cos(Arg((B-F)+(A-E)i)+180-Arg((B-D)+(A-C)i)+180)Abs ((B-F)+(A-E)i)) 'OFFSET=':(sin(Arg((B-F)+(A-E)i)+180-Arg((B-D)+(A-C)i)+180)Abs ((B-F)+(A-E)i)) Goto 0
Example with Diagram
OBS-E OBS-N POINT-1E 0.000 POINT-1N 0.000 OFFSET +/DISTANCE 10.000 OBS-E OBS-N
-1.000 10.000 POINT-2E 0.000 POINT-2N 100.000 -1.000 1.000 1.000 10.000
Input'From 'co-ordinates: 'To 'co-ordinates: 'At Station' 'At Station'(POINT-1E , POINT-1N) (POINT-2E , POINT-2N) OBS-E OBS-N
OutputFrom base point From base lineDISTANCE OFFSET +/-
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Casio fx-5800P Land Surveying Programs
Intersections by CoordinatesIntroductionCompute the 'Easting&Northing' of two line intersection follow diagram sequence
ProgramLbI 0 Deg:'EAST 1'?B:'NORTH 1'?A:'EAST 2'?D:'NORTH 2'?C:'EAST 3'?F:'NORTH 3'?E:'EAST 4'?H:'NORTH 4'?G (A-C)(B-D)I:(E-G)(F-H)J 'PI EAST=':(E-A-(JF)+(IB))(I-J)K 'PI NORTH=':A-(I(B-K)) Goto 0
Example with DiagramPI East =31.712 PI North=22.991
STN E2=24.432 STN N2=19.431
STN E4=35.958 STN N4=16.400
STN E1=17.153 STN N1=15.870
STN E3=40.205 STN N3=9.809
Input'Easting & Northing 'EAST 1, NORTH 1 EAST 2, NORTH 2 EAST 3, NORTH 3 EAST 4, NORTH 4
OutputIntersection PointINT EAST INT NORTH
Page 7 of 26
Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
Intersections by BearingsIntroductionCompute the 'Easting&Northing' of two line intersection follow diagram sequence
ProgramLbl 0Deg:'STN-1E'?A:'STN-1N'?B:'STN-2E'?C:'STN-2N'?D:'AZIMUTH 1'?E:'AZIMUTH 2'?F
If E=0:Then 0.0000001E:If End If F=0:Then 0.0000001F:If End If E=90:Then 90.0000001E:If End If F=90:Then 90.0000001F:If End If E=180:Then 180.0000001E:If End If F=180:Then 180.0000001F:If End If E=270:Then 270.0000001E:If End If E=270:Then 270.0000001E:If End 1(tan(E))P 1(tan(F))Q tan(E)R tan(F)S ((CQ)-(AP)+B-D)(Q-P)X ((DS)-(BR)+A-C)(S-R)Y Fix 3 'EASTING=':X 'NORTHING=':Y LbI 3 Deg:'MENU' '[1] NEW STANS':'[2] CONTINUE'?M If M=1:Then Goto 1:If End If M=2:Then Goto 2:If End Goto 3
Page 8 of 26
Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
Intersections by Bearings
Example with DiagramPI East =31.712 PI North=22.991
STN E1=17.153 STN N1=15.870
STN E2=40.205 STN N2=9.809
Input'Easting & Northing ' BearingsEAST 1, NORTH 1 EAST 2, NORTH 2 AZIMUTH 1 AZIMUTH 2
OutputIntersection PointEASTING NORTHING
Page 9 of 26
Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
Intersections by AnglesIntroductionCompute the 'Easting&Northing' of two line intersection follow diagram sequence
ProgramLbl 0Deg:'STN-1E'?A:'STN-1N'?B:'STN-2E'?C:'STN-2N'?D:'ANGLE 1'?E:'ANGLE 2'?F 180-(E+F)G:Arg((B-D)+(A-C)i)+180H:Abs((B-D)+(A-C)i)I:(Isin(F))(sin(G))J 'PI EAST=':A+(sin(H-E)J) 'PI NORTH=':B+(cos(H-E)J) Goto 0
Example with DiagramPI EAST =31.712 PI NNORTH=22.991
ANGLE-1 40 47'42'
ANGLE-2 42 28'32'
STN E1=17.153 STN N1=15.870
STN E2=40.205 STN N2=9.809
Input'Easting & Northing ' BearingsEAST 1, NORTH 1 EAST 2, NORTH 2 ANGLE 1 ANGLE 2
OutputIntersection PointINT EAST INT NORTH
Page 10 of 26
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Casio fx-5800P Land Surveying Programs
Cross PointIntroductionCompute the 'Cross'co-ordinates or change elevation follow the sequence witch is in diagram
ProgramLbl 0 Deg:'EAST 1'?A:'NORTH 1'?B:'EAST 2'?C:'NORTH 2'?D:'EAST 3'?E: 'NORTH 3'?F:'EAST 4'?X:'NORTH 4'?Y (D-B)(C-A)H:(E-X)(F-Y)G 'CROSS POINT EAST=':(F-1GE-B+HA)(H-1G)I 'CROSS POINT NORTH=':B+H(I-A) Goto 0
Example with DiagramEAST 3=19.157 NORTH 3=24.584 EAST 2=30.053 NORTH 2=22.336
EAST=23.243 NORTH=17.455
EAST 1=16.433 NORTH 1=12.573
EAST 4=27.329 NORTH 4=10.325
Input'Easting & Northing / Chainage & ElevationEAST 1, NORTH 1 EAST 2, NORTH 2 EAST 3, NORTH 3 EAST 4, NORTH 4
OutputCross PointCROSS POINT EAST CROSS POINT NORTH
Page 11 of 26
Prepared by:Malik Abdur Rehman Email:- [email protected]
Casio fx-5800P Land Surveying Programs
AnglesIntroductionCompute the 'Angle' between two line from a point.
ProgramLbl 0 Deg:'BACKSIGHT'?A:'FORSIGHT'?B If (B-A)
Description. wner’s manual Casio FXp. Available in English, Spanish, French and German. The purchase is for the single language manual chosen. Description. Casio FXp, the calculator is in very good condition. It comes with its original box, owner’s manual in Spanish and programs’ chart, everything. Programas Para Casio FX p. Uploaded by. Cecilia Lòpez. Manual Teodolito Cst Berger Dgt10 Esp. Uploaded by. agoch Manual Usuario – Programas.
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