TRANSCRIPT
Casio fx-5800P Land Surveying Programs Vertical Curve Introduction Compute the 'Elevation' on Vertical Curve. This program calculates the elements of curve also. / / Casio fx 5800p programs Casio fx 5800p programs Name: Casio fx 5800p programs File size: 737mb Language: English Rating: 8/10 16 May This is a collection of programs I wrote on the. Casio fx-5800P Land Surveying Programs. Radial Bearing & H-Distance by Coordinates Introduction Compute the 'Bearing&Distnce' from any point to other points. This program removes the need to keep re-entering the first set of co-ordinates. I think I develop well in casio basic.but still can make improvement to provide 3D calculationhere I was upload a PDF file for my program collection. Fx-7400-survey-module-manual Casio 7400G/9860G Land Surveying Program was Uploaded to casiokingdom. Useful formula For Surveyor Bearing Distance. Casio fx-5800P Land Surveying Programs No.s Pages 1 Radial Bearing & H-Distance by Coordinates 2 2 Radial Coordinates by Bearing Distance 3 3 4 4 Reference Line 5 5 Chainage Offset 6 6 Intersections by Coordinates 7 7 Intersections by Bearings 8-9 8 Intersections by Angles 10 9 Cross Point 11 10 Angles Clock wise Anti-Clock wise 12 11 Point to. Casio fx 5800p Surveying Program. Kalkulator adalah barang paling penting bagi surveyor,kegunaanya diantaranya adalah untuk menghitung gaji (upssst).bukan itu gunanya gaes,gunanya adalah untuk menghitung level ataupun menghitung jarak dan sudut dari koordinat yang telah diketahui nilainya.dan juga menghitung semua hal yang berkaitan dengan.
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
No.s Pages
1 Radial Bearing & H-Distance by Coordinates 2
2 Radial Coordinates by Bearing Distance 3
3 4
4 Reference Line 5
5 Chainage Offset 6
6 Intersections by Coordinates 7
7 Intersections by Bearings 8-9
8 Intersections by Angles 10
9 Cross Point 11
10 Angles Clock wise Anti-Clock wise 12
11 Point to Point Easting Northing 13
12 Point to Point Bearing&Distance 14
13 2 Point Resection 15
14 3 Point Resection 16-17
15 3 Point Centre of Circle Coordinates 18
16 Simple Horizontal Curve Left & Right 19-20
17 Level 21
18 Interpolation 22
19 Vertical Curve 23
20 Triangles 24-25
21 Calculator Information 26
ContentsItems
Before using the programs make some checks and make sure its working properly.Instruction
Point to Point XYZ
Page 1 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Deg:'STN E'?A:'STN N'?B:'SCALE FACTOR'?ZLbl 0:'POINT E'?C:'POINT N'?D'BEARING=':Arg((B-D)+(A-C)i)+180DMS'H-DISTANCE=':Abs ((B-D)+(A-C)i)ZGoto 0
Example with Diagram
POINT E=456.547POINT N=556.547
Input'From 'co-ordinates: (STN E , STN N)'To 'co-ordinates: (POINT E , POINT N),?'Depend on area' IF NO SCALE FACTOR THEN =1.00000OutputBearing & Distance (STN E , STN N) to (POINT E , POINT N)
(STN E , STN N) to ?
Radial Bearing & H-Distance by Coordinates
STN N=5.00
Program
Compute the 'Bearing&Distnce' from any point to other points. This program removes the need to keep re-entering the first set of co-ordinates.
STN E=4.00SCALE FACTOR=0.999621
Page 2 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Deg:'STN E'?A:'STN N'?B:'SCALE FACTOR'?ZLbl 0:'BEARING'?C:'H-DISTANCE'?D'EASTING=':(sin(C)(DZ))+A'NORTHING=':(cos(C)(DZ))+BGoto 0
Example with Diagram
POINT E=456.547POINT N=556.547
Input'From 'co-ordinates: (STN E , STN N)'To 'bearing distance: (BEARING , H-DISTANCE),?'Curvature correction' IF NO SCALE FACTOR THEN =1.00000OutputEasting & Northing (STN E , STN N) to (POINT E , POINT N)
(STN E , STN N) to ?
Radial Coordinates by Bearing Distance
Compute the 'Coordinates' from any point to other points. This program removes the need to keep re-entering the first set of co-ordinates.
STN E=4.00STN N=5.00 SCALE FACTOR=0.999621
Program
Page 3 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Deg:Lbl 0
'OBS EAST=':A+(sin(D)(FZ))'OBS NORTH=':B+(cos(D)(FZ))'OBS ELEV=':C+G+(sin(90-E)F)-HGoto 0
Example with Diagram
T.H=1.300
BM=3.000
H-DISTANCE 141.421STN E= 100.000 OBS E= 200.000STN N= 100.000 OBS N= 200.000STN Z= 0.000 OBS Z= 3.000
Input'At Station' (STN E , STN N,STN ELEV,I.H)'To Station' (AZIMUTH, ZENITH ANGLE,H-DISTANCE,T.H)'Curvature correction' IF NO SCALE FACTOR THEN =1.00000OutputTo Station' OBS EAST
OBS NORTHOBS ELEV
ZENAITH ANGLE=9000'00'
SCALE FACTOR=1.000000
Point to Point XYZ
ProgramCompute the 'Easting Northing Elevation' a point to next point
'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
H.I=1.321
AZIMUTH 4500'00'
Page 4 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Deg:'POINT-1E'?A:'POINT-1N'?B:'POINT-2E'?C:'POINT-2N'?DLbl 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 -1.000REQ-N 10.000
POINT-1E 0.000 POINT-2E 0.000POINT-1N 0.000 POINT-2N 100
OFFSET +/- -1.000
DISTANCE 10.000 1.000
REQ-E 1.000REQ-N 10.000
Input'From 'co-ordinates: (POINT-1E , POINT-1N)'To 'co-ordinates: (POINT-2E , POINT-2N)'From base point' DISTANCE'From base line' OFFSET +/-
OutputEasting&Northing REQ-E
REQ-N
Reference Line
Program
Compute the 'Easting&Northing' from base line to any other point with reference of distances.
Page 5 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Deg:'STN E'?A:'STN N'?B:'POINT E'?C:'POINT N'?DLbl 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 -1.000OBS-N 10.000
POINT-1E 0.000 POINT-2E 0.000POINT-1N 0.000 POINT-2N 100.000
OFFSET +/- -1.000
DISTANCE 10.000 1.000
OBS-E 1.000OBS-N 10.000
Input'From 'co-ordinates: (POINT-1E , POINT-1N)'To 'co-ordinates: (POINT-2E , POINT-2N)'At Station' OBS-E'At Station' OBS-N
OutputFrom base point DISTANCEFrom base line OFFSET +/-
Compute the 'Distance&Offset' from base line to any other point with reference of co-ordinates.
Chainage Offset
Program
Page 6 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
LbI 0
(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 Diagram
Input'Easting & Northing ' EAST 1, NORTH 1
EAST 2, NORTH 2 EAST 3, NORTH 3 EAST 4, NORTH 4
OutputIntersection Point INT EAST
INT NORTH
Intersections by Coordinates
Program
Compute the 'Easting&Northing' of two line intersection follow diagram sequence
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
STN E2=24.432STN N2=19.431 STN E4=35.958STN N4=16.400
STN E1=17.153STN N1=15.870
STN E3=40.205STN N3=9.809
PI East =31.712PI North=22.991
Page 7 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Lbl 0Deg:'STN-1E'?A:'STN-1N'?B:'STN-2E'?C:'STN-2N'?D:'AZIMUTH 1'?E:'AZIMUTH 2'?FIf E=0:Then 0.0000001E:If EndIf F=0:Then 0.0000001F:If EndIf E=90:Then 90.0000001E:If EndIf F=90:Then 90.0000001F:If EndIf E=180:Then 180.0000001E:If EndIf F=180:Then 180.0000001F:If EndIf E=270:Then 270.0000001E:If EndIf E=270:Then 270.0000001E:If End1(tan(E))P1(tan(F))Qtan(E)Rtan(F)S((CQ)-(AP)+B-D)(Q-P)X((DS)-(BR)+A-C)(S-R)YFix 3'EASTING=':X'NORTHING=':YLbI 3Deg:'MENU'[1] NEW STANS':'[2] CONTINUE'?MIf M=1:Then Goto 1:If EndIf M=2:Then Goto 2:If EndGoto 3
Intersections by Bearings
Program
Compute the 'Easting&Northing' of two line intersection follow diagram sequence
Page 8 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Example with Diagram
Input'Easting & Northing ' EAST 1, NORTH 1
EAST 2, NORTH 2Bearings AZIMUTH 1
AZIMUTH 2
OutputIntersection Point EASTING
NORTHING
Intersections by Bearings
STN E1=17.153STN N1=15.870
STN E2=40.205STN N2=9.809
PI East =31.712PI North=22.991
Page 9 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Lbl 0Deg:'STN-1E'?A:'STN-1N'?B:'STN-2E'?C:'STN-2N'?D:'ANGLE 1'?E:'ANGLE 2'?F180-(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 Diagram
Input'Easting & Northing ' EAST 1, NORTH 1
EAST 2, NORTH 2Bearings ANGLE 1
ANGLE 2
OutputIntersection Point INT EAST
INT NORTH
Compute the 'Easting&Northing' of two line intersection follow diagram sequence
Program
Intersections by Angles
STN E1=17.153STN N1=15.870
STN E2=40.205STN N2=9.809
PI EAST =31.712PI NNORTH=22.991
ANGLE-242 28'32'
ANGLE-140 47'42'
Page 10 of 26
Prepared by:- Malik Abdur Rehman Email:- geodasi@gmail.com
Casio fx-5800P Land Surveying Programs
Introduction
Lbl 0
(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 Diagram
Input'Easting & Northing / Chainage & Elevation EAST 1, NORTH 1
EAST 2, NORTH 2 EAST 3, NORTH 3 EAST 4, NORTH 4
OutputCross Point CROSS POINT EAST
CROSS POINT NORTH
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
Cross Point
Program
Compute the 'Cross'co-ordinates or change elevation follow the sequence witch is in diagram
EAST 3=19.157NORTH 3=24.58
Simple to program: The
Casio Fx 5800p Surveying Programs Software
- Dot-matrix display/ natural display
- 24 parentheses levels
- Trigonometric functions
- 40 physical constants
- 128 saved formulae
- Algebraic entry logic
- Function calculations
- CALC function
- Solves equations
- Statistical calculations
- Calculates equations
- Calculations on the basis of n
- Calculations using irrational values (?)
- Communicates via 3-pin cable (calculator to calculator)
- Power supply: Battery operation
- Dimensions (H x W x T): 15.1 x 81.5 x 163 mm
- Weight: 150 g