41 replies to this topic

[S.THAMPAN]

Anybody have survey programes for fx5800p. pls help me

[bert_recamunda]

This is bert from the Philippines.

I have complete land survey programs for fx 9860G, but i doubt you can use it if your survey standard/practice is different from the philippines. It consists of traverse computation,
Bearing distance area computation, Conversion from Geog to UTM, Intersection, Subdivision, etc..

I have a manual which i can send you for free and compare if the procedures in computation are the same.

[tawakal]

Anybody have survey programes for fx5800p. pls help me

Yes I have..here is the program..may b later I can send you the instruction to use..anyway u can go to insight4survey.wordpress.com...they have program complete with example manual but in chinese

@@ Program ALL


@@ Program 1.RUNMENU
"1.COGO"

"2.CADESTER"
"3.CURVE"?->Z
Z=1=>Prog "COGO":Z=2=>Prog"CADES":Z=3=>Prog"CURVE"

@@ Program 2LINTER
Cls

"CTRL N1"?->A:"CTRL E1"?->B
Cls
"BRG 1"?->E
E->W:Prog "P9"
W->E
Cls
Rec(10000,E)
I+A->G
J+B->H
((G-A)/(H- B) )->M
"CTRL N2"?C:"CTRL E2"?D
Cls
"BRG 2"?->F
F->W:Prog "P9"
W->F
Rec(10000,F)
I+C->K
J+D->L
((K-C)/(L-D))->N
A-MB->O
C-ND->P
(P-O)/(M-N)->Q
QM+O->R
Cls
"N INTERSECT":R_
"E INTERSECT":Q_

@@ Program BRGDIST
Cls

Deg:Fix 4
"CTRL PT N"?->N:"CTRL PT E"?->E
Lbl 0:Cls
"PT N"?->Y
Y=-99=>Stop
"PT E"?->X
Pol(Y-N,X-E)
Prog "IF BRG"
CLs
"BRG":W>DMS_
"JRK":I_
Goto 0

@@ Program CADES
Cls

"1.TRV-DIR COMP"
"2.SOLAR OBS"?->Z
Z=1=>Prog "TRAV-DIR-COM"
Z=2=>Prog "SOLAR"

@@ Program CIR
Cls

"1.CENTER2P"
"2.DEFLECTION"?->Z
Z=1=>Prog "CIRCULAR":Z=2=>Prog "DEFLECT"

@@ Program CIRCULARCls

30->DimZ
ClrMemory
Deg:Clrstat:FreqOff:Fix 3
0->Z[1]
"CIRCULAR"
"IP ANG"?->C
C->W
Prog "P9"
W->C
0->W
Cls
"Radius"?->R
Cls
"1.LEFT"
"2.RIGHT"?->K
Cls
"IP COORD N"?->N
"IP COORD E"?->E
Cls
"CH ST"?->D
Cls
"COORD CH N OR TAN"?->O
"COORD CH E OR TAN"?->P
Cls
"CTL STN N"?->Z[21]
"CTL STN E"?->Z[22]
Cls
Lbl 0
Z[1]+1->Z[1]
"SET OUT CH"?->F
"SET OUT OF"?->U
Cls
(W*(2\piR))/360->H
Pol(O-N,P-E):Cls
If J<0: Then J+360->Z:Else J->Z: IfEnd
I+D->G
tan((C/2))*R->L
G-L->Q
((F-Q)*360)/(2\piR)->A
Q+H->M
Rec(L,Z):Cls
N+I->Y
E+J->X
If K<>1:Then Rec(R,Z-90):I+Y->S:J+X->T:Rec(R,Z+90+C):I+S->V:J+T->W
Rec(R-U,Z+90+A):I+S->G:J+T->Z
Else Rec(R,Z+90):I+Y->S:J+X->T:Rec(R,Z-90-C):I+S->V:J+T->W
Rec(R+U,Z-90-A):I+S->G:J+T->Z:IfEnd
G->Z[25]
Z->Z[26]
"POIN CORD N":G_
"POIN CORD E":Z_
Prog "P7"
Cls
"BRG TO PT":W>DMS_
"DIST TO PT":I_
Cls
If Z[1]>1:Then Goto 0:IfEnd
"PC CORD N":Y_
"PC CORD E":X_
Cls
"PT CORD N":V_
"PT CORD E":W_
Cls
"ARC LENGTH":H_
Cls
"PC CHN":Q_
"PT CHN":M_
Cls
Goto 0

@@ Program COGO
Cls

"1.POINT"
"2.LINE"?->Z
Z=1=>Prog "PT":Z=2=>Prog "LINE"

@@ Program CURVECls

"1.CIRCULAR"
"2.SPIRAL"?->Z
Z=1=>Prog "CIR":Z=2=>Prog "SP"

@@ Program DEFLECT
Cls

Deg:Fix 4
Q+L->Q
Z[3]=-99=>Goto 0
"SC N"?->N
"SC E"?->E
Cls
"CH SC"?->Q
Cls
"IP N"?->G
"IP E"?->H
Cls
"1.LEFT"
"2.RIGHT"?->K
Cls
"RADIUS"?->R
Cls
Lbl 0
"CTL N"?->Z[21]
"CTL E"?->Z[22]
Cls
Lbl 2
"CH TO SET"?->P
P-Q->D
((D/(2\piR))*360)/2->B
B*2->A
Z[3]=-99=>Goto 1
Pol(G-N,H-E)
Prog "IF BRG"
Lbl 1
(R/Sin((180-A)/2))*sin(A)->C
If K=1:Then Rec(C,U- B) :Else Rec(C,U+ B) :IfEnd
"N PT":I+N_
"E PT":J+E_
I+N->Z[25]
J+E->Z[26]
Prog "P7"
"Brg TO PT":W>DMS_
"DIST TO PT":I_
Goto 2

@@ Program IFBRGIF J<0:Then J+360->W:Else J->W:IfEnd

Return

@@ Program KIBLAT
21.25156->A

A->W
Prog "P9"
W->A
39.49291->L
L->W
Prog "P9"
W->L
"LAT(N)DMS"?->B
B->W
Prog "P9"
W->B
"LONG(E)DMS"?->M
M->W
Prog "P9"
W->M
sin(M-L/((cos( B) *tan(A))-(sin( B) *cos(M-L)))->T
tan^-1 (T)->T
If B>A:Then 180-T->T:Else 360-T->T:IfEnd
"BEARING KIBLAT":T>DMS_

@@ Program LINE
Cls

"1.ONLINE"
"2.OFFSET"
"NEXT->EXE"_
Cls
"3.2LINTERSECT"
"4.ASKAZE ONLINE"?->Z
Z=1=>Prog "ONLINE":Z=2=>Prog "OFFSET":Z=3=>Prog"2L-INTERSECT":Z=4=>Prog "ONLINE1"

@@ Program LVLCALC
Cls:ClrStat

"TBM"?->A
"BS"?->B
Cls
A+B->C
0->K
Lbl 0
Isz K
Cls
"PT"?->D
D=-99=>Stop
C-D->E
"LVL=":E_
E->List X[K]
Goto 0

@@ Program OFFSET
Cls

Deg:Fix 4
"N1"?->Y:"E1"?->X
Cls
"N2"?->N:"E2"?->E
Cls
N=Y=>Y+0.0000001->Y
E=X=>X+0.0000001->X
Lbl 0
"N PT"?->S
If S=-99:Then Stop:Else "E PT"?->T
IfEnd
Cls
(Y-N)/(X-E)->M
(MX+((1/M)*T)-Y+S)/(M+(1/M))->Q
Y+M(Q-X)->P
\sqrt((T-Q)^2 + (S-P)^2)->O
\sqrt((P-Y)^2 + (Q-X)^2)->L
"N CL" :P_
"E CL":Q_
Cls
"CH":L_
Pol(N-Y,X-E)
Prog "If BRG"
W->A
Pol(S-P,T-Q)
Prog "IF BRG"
W->B
A>270=>Goto A
A>180=>Goto B
A>90=>Goto B
A>0=>Goto C
Lbl A
B>180=>-O->O
Goto D
Lbl B
B<A=>-O->O
Goto D
Lbl C
B>270=>-O->O
LBL D
"OFST" :o_
Goto 0

@@ Program ONLINE

Cls
Deg:Fix 4
"N1"?N:"E1"?E
Cls
"N2"?Y:"E2"?X
Cls
"Ans IN?"
"1.COORD"
"2.BRG DST"?->M
Cls
If M=1:Then Goto 1:Else
"CTRL N"?C:"CTRL E"?D
IfEnd
Lbl 1
Pol(Y-N,X-E)
If J<0:Then J+360->Z:Else J->Z:IfEnd
"BRG ALGN":Z>DMS_
"JRK":I_
Lbl 0
"CHN"?->H:"OFST"?->O
If O=0:Then 0.0000001->O:IfEnd
If H=0:Then 0.0000001->H:IfEnd
Rec(H,Z)
I+N->A
J+E->B
If O<0:Then Z-90->T:cos(T)*Abs(O)+A->K:sin(T)*Abs(O)+B->L
Else Z+90->T:cos(T)*O+A->K:sin(T)*O+B->L:IfEnd
If M=1:Then "N PT":K_
"E PT":L_
Goto 3
Else Goto 2:IfEnd
Lbl 2
Pol(K-C,L-D)
If J<0:Then J+360->:If End
Fix 4
"BRG TO PT":J>DMS_
"DIST TO PT":I_
Lbl 3
Norm1
"NEXT PRSS 1"?R
R=1=>Goto 0:Stop

@@ Program ONLINE1

Cls
"N1"?A:"E1"?B
Cls
"0.COORD"
"1.BRG"?H
If H <> 0:Then "BRG"?E:E->W:Prog "P9":Goto 2:W->F:IfEnd
"N2"?C:"E2"?D
Pol(C-A,D- B)
If J<0:Then J+360->F:Else J->F:IfEnd
"CH END":I_
"BRG ALG":F>DMS_
Lbl 2
"CH"?G
cos(F)*G+A->K
sin(F)*G+B->L
"CL N":K_
"CL E":L_
"OFL"?M
M=0=>Goto 3
F-90->P
cos(P)*M+K->Q
sin(P)*M+L->R
"OL N":Q_
"OL E":R_
"OFR"?N
N=0=>Goto 2
F+90->P
cos(P)*N+K->Q
sin(P)*N+L->R
"OR N":Q_
"OR E":R_
Goto 2

@@ Program P6

If W<180:Then W+180->W:Else W-180->W:If End

@@ Program P7

Pol(Z[25]-Z[21],Z[26]-Z[22])
Prog "If BRG"

@@ Program P9

Int(W)+Int(Frac(W)*100)/60+(Frac(Frac(W)*100)*100)/3600->W

@@ Program PT

Cls
"1.RADIAL"
"2.BRG DIST"?->Z
Z=1=>Prog "RADIAL":Z=2=>Prog "BRG-DIST"

@@ Program RADIAL

Cls
"NORTH STN"?->N
"EAST STN"?->E
Cls
Lbl 0
"BRG"?->B
B->W
Prog "P9"
W->B
"DIST"?->D
Rec(D, B)
I+N->Y
J+E->X
Cls
"NORTH PT":Y_
"EAST PT":X_
Cls
"NEXT PRSS 1"?T
Cls
If T=1:Then Goto 0
Else Stop

@@ Program RESECT

"LEFT PT"
"N"?A:"E"?B
"RIGHT PT"
"N"?C:"E"?D
Pol(C-A,D- B)
I->G
J->H
"DIST TO 1"?E
"DIST TO 2"?F
(E+F-G)<0=>"ERROR"
(G+F-E)<0=>"ERROR"
(G+E-F)<0=>"ERROR"
cos^-1 ((G^2+E^2-F^2)/(2*G*E))->K
H+K->L
cos(L)*E+A->M
sin(L)*E+B->N
cos^-1 ((E^2+F^2-G^2)/(2*E*F))->P
"CHECK ANGLE" :P>DMS_
"PT N":M_
"PT E":N_
Pol(A-M,B-N)
J<0=>J+360
"BRG TO 1":J>DMS_

@@ Program SCS

Cls
30->DimZ
0->Z[1]
ClrMemory
"TS N"?->N
"TS E"?->E
Cls
"CH TS"?->Q
"IP ANG"?->B
Cls
"1.LEFT"
"2.RIGHT"?->K
Cls
"IP N"?->G
"IP E"?->H
Cls
"R"?->R
"LS"?->L
Cls
"CTL N"?->Z[21]
"CTL E"?->Z[22]
Lbl 0
Cls
"CH TO SET"?->P
P-Q->D
P=-99=>Stop
If D>L:Then D->Z[1]:L->D:IfEnd
Prog "SP-OS"
tan^-1 (X/Y)->Z
Z[1]>L=>((B-(Z*6))/360)*(2*\pi*R)->C
Pol(G-N,H-E)
If J<0:Then J+360->V:Else J->V:IfEnd
I->O
Z[1]?L+C=>Goto 6
If K=1:Then Rec(\sqrt(X^2+Y^2),V-Z):Else
Rec(\sqrt(X^2+Y^2),V+Z):IfEnd
Z[1]>L=>Goto 5
Cls
I+N->Z[25]
J+E->Z[26]
"N SP1":I+N_
"E SP1":J+E_
Prog "P7"
Cls
"BRG TO PT":W>DMS_
"DIST TO PT":I_
Goto 0
Lbl 5
I+N->Z[2]
J+E->Z[3]
V->Z[4]
If K=1:Then Z[4]-(Z*3)->Z[5]:Else Z[4]+(Z*3)->Z[5]:IfEnd
Z[1]-L->Z[6]
(Z[6]/(2\piR))*360->Z[7]
(180-Z[7])/2->Z[8]
(?/sin(Z[8]))*sin(Z[7])->Z[10]
Z[6]*180)/(2\piR)->Z[9]
If K=1:Then Rec(Z[10],Z[5]-Z[9]):Else Rec(Z[10],Z[5]+Z[9]):IfEnd
Cls
Z[2]+I->Z[25]
Z[2]+J->Z[26]
"N CIR":Z[25]_
"E CIR":Z[26]_
Prog "P7"
Cls
"BRG TO PT":W>DMS_
"DIST TO PT":I_
Cls
0->Z[1]
Goto 0
Lbl 6
L-(Z[1]-(C+L))->D
If K=1:Then V-B->F:Else V+B->F:IfEnd
Prog "SP-OS"
tan^-1 (X/Y)->Z
Rec(O,F)
G+I->Z[12]
H+J->Z[13]
If F<180:Then F+180->F:Else F-180->F:IfEnd
If K=1:Then Rec(\sqrt(X^2+Y^2),F+Z):Else Rec(\sqrt(X^2+Y^2),F-Z):IfEnd
Cls
Z[12]+I->Z[25]
Z[13]+J->Z[26]
"N SP2":Z[25]_
"N SP2":Z[26]_
Prog "P7"
Cls
"BRG TO PT":W>DMS_
"DIST TO PT":I_
Cls
0->Z[1]
Goto 0

You can convert this using casform to fa124 format..download casform from engineering surveyor.com and casio link software fa124 and then paste them into new prog @@ symbol notes that it is separate program (file)

[tawakal]

This is bert from the Philippines.

I have complete land survey programs for fx 9860G, but i doubt you can use it if your survey standard/practice is different from the philippines. It consists of traverse computation,
Bearing distance area computation, Conversion from Geog to UTM, Intersection, Subdivision, etc..

I have a manual which i can send you for free and compare if the procedures in computation are the same.

hi berth! I am kusairi from malaysia

I am intrested to have the land survey programs for 9860G from you..juz to have some more collection so that I can improve the program that I have now.If you want my program also I can email to you.but my program is more on land survey for construction. Some of them I just translate from http://asakaze.net/fx-4800p and I have also collection from http://insight4survey.wordpress.com/ for 7400G but its work also in 9860G.

Diffrent with 5800 only some program that compatible with graphic model because 5800 can ask user input to asign to variable in diffrent way (e.g "bearing"?->W) but it also can be written in "bearing"?W the diffrent is just the program will prompt current value for the variable if we do not put ->

5800 also juz have 3 list that is list× list[Y] and Sum unlike the graphical model list[1~30](9860G) or only 6 in 7400G. there is may b some diffrent in the syntax or expression. I am not sure the term for prog that I use correct or not...I am not a pure programmer.

in the blog insight4survey he also has put link to download 5800 program in chinese language.I found that 5800 has slower processor infact slower than 7400G and 4800. 9860G..I think it is the fastest in casio family.

my email kucai_dsg AT yahoo.com

[tawakal]

Anybody have survey programes for fx5800p. pls help me

download it!

http://casiolandsurv...vey-program.pdf

[kucalc]

You could try uploading the PDF on some free file hosting site like mediafire.com.

[NavidCal]

<br />This is bert from the Philippines.<br /> <br />I have complete land survey programs for fx 9860G, but i doubt you can use it if your survey standard/practice is different from the philippines. It consists of traverse computation,<br />Bearing distance area computation, Conversion from Geog to UTM, Intersection, Subdivision, etc..<br /><br />I have a manual which i can send you for free and compare if the procedures in computation are the same.<br />

<br /><br /><br />

Hi my freind i can solve your problem if i find that casio 5800 have ARRAY variable other than Z[] ?

[dig31]

Hi everybody, i just have casio Fx-5800, is there anybody have a program for calc coordinate of vertical or raking pile? Example: i have 2 coordinate of one pile in differrent lever, it's will calc for me the azimuth, inclination and alignment (when joining 2 secments by welding).
Plz help me, and thanks for everybody! :X

My email: square1983 AT gmail.com

Edited by dig31, 20 February 2010 - 04:32 AM.

[--3R--]

hallo,friend ............i also surveyor ,can u sand to me?
this is my e-mail=jeansen84 AT yahoo.com

Hi jeansen,
U can make Google earth or map source software

thanks
--3R--

[Surveying_Engineering]

hallo,frien,.i also surveyor ,can u sand to me? (please)

my e-mail =
ir.ahmad2000 AT gmail.com

tank you very much

This is bert from the Philippines.

I have complete land survey programs for fx 9860G, but i doubt you can use it if your survey standard/practice is different from the philippines. It consists of traverse computation,
Bearing distance area computation, Conversion from Geog to UTM, Intersection, Subdivision, etc..

I have a manual which i can send you for free and compare if the procedures in computation are the same.

[flyingfisch]

Here is link to InSight: http://insight4survey.wordpress.com/. Maybe someone could open it with FA-124 and convert it?

{EDIT}

NOT the same thing as Simon Lothar's "Insight"

Edited by mfischer, 15 April 2011 - 10:14 PM.

[carina]

Here is My Email Address, fslacandola AT yahoo.com, i have calculator 5800p but i dont have list of programs, if u dont mine can u send a copy to me, thank you very much

my mail id is ali.gill21 AT yahoo.com please send me programes 5800p thanks

Email: khmabbasi AT yahoo.com
capitalscon AT gmail.com

[Nizam]

Anyone can guide me step by step on how to input this programe. I tried running the programe. It's just came out error.

[MicroPro]

Sorry if late. What is the error and on what line?

[mudesar_A2005]

hi guys..
i am looking for " relative coordinates " program for my fx-5800p. plz help anybody

[MicroPro]

Hi mudesar, welcome to UCF, introduce yourself here!

Please if you are looking for a program, give more information. Is this something previously released on the web?

Programming the device is also easy, you can program it yourself. What is the program going to do?

[joel_brojan75@yahoo.com]

This is bert from the Philippines.

I have complete land survey programs for fx 9860G, but i doubt you can use it if your survey standard/practice is different from the philippines. It consists of traverse computation,
Bearing distance area computation, Conversion from Geog to UTM, Intersection, Subdivision, etc..

I have a manual which i can send you for free and compare if the procedures in computation are the same.

bert...yaon ako ngunyan didgdi sa saudi tas nabasa ko eni post mo...may na eling ako 9860GII..gusto ko kuta bakalon...matawan m barang ako program noy? ako plan c joel...taga guinobatan..email...joel_brojan75@yahoo.com.....salamat sana noy.

[senjong]

Here is My Email Address k6jongsen@gmail.com , i
have calculator 5800p send me too
thank you very much

[Sandah Adamu]

Thank you for all the ideas. I have a program for fx4800p that I have been using, I now bought fx5800p and the program are not compatible. Please how can I convert fx4800p to fx5800p
Thank you.

[Sandah Adamu]

Thank you for all the ideas. I have a program for fx4800p that I have been using, I now bought fx5800p and the program are not compatible. Please how can I convert fx4800p to fx5800p
Thank you.

[frankmar98]

Hello, Sandah Adamu, 

 

The fx-4800p has Casio Basic 1 programming language, and the fx-5800p has the Casio Basic 2, you have to convert the program manually

 

Assigment in fx-4800p:

A=B

Assigment in fx-5800p:

B->A 

-Input Casio fx-4800p:

A"any string":B"any string":C"any string"

-Input Casio fx-5800p:

"any string"?->A
"any string"?->B
"any string"?->C

Output: The same, with the output triange

 

Loops fx-4800p:

A=10
Lbl 1
B=11-A
C[B]=B
Dsz A: Goto 1

Loops in fx-5800p, using Dsz, or:

1->C
9-> Dim List C

For 1->B To 10
B->List C[B]
Next

I recommend you to study this great tutorial

 

http://community.cas...basic-tutorial/

 

PD: Your new calculator language is more powerful than the fx-4800p, learn to use it.

[Sandah Adamu]

Thank you so much, I really appreciate.

 

I study what you send for me but there are somethings that I couldn't know how to change. Bellow are the program that I want you to help me change from fx4800p to fx5800p. Thank you.

 

 ZBJS

1. Defm12: I''  XO'': Q'' YO'': L'' Ls'': Z6=180÷(πR)

2. Z4=.5L-L3÷(240R2):T=(R-L2÷(24))tan.5A+Z4+K◢

3. B=Z6L÷2: O=A÷Z6+L◢

4. E=(R+L2÷(24R)) ÷cos.5A-R◢

5. E '' ZH'' =J'' JD''-T◢

6. Z1 '' HY'' = E+L◢

7. Z9 '' QZ'' =E+.50◢

8. Z2 '' YH'' =E+O-L◢

9. Z3 ''HY '' =E+O◢

10. P '' 1, 2'' : {F}:F ''F '': U'' X (JD) '': Z'' Y (JD) ''

11. Lb1 0: {M}: M'' CD'' : M≤E=˃Goto 6Δ

12. M≤Z1=˃Goto 1Δ

13. M<Z1=˃Goto 2Δ

14. M≥Z1=˃Goto 7Δ

15. M≥Z1=˃Goto 5Δ

16. Lb1 1: G=M-E:  D=√ ((G-(1^5÷(40R2L2))2+(G^3÷(6RL)-G^5÷(336R^3L))2)

17. P<2=>C=F+Z6G2÷(6L): H=F+BG2÷L2:≠>C=F-Z6G2÷(6L): H=F-BG2÷L2Δ Goto 3

18. Lb1 2: G=M-Z1: W=R (1-cos (B+Z6G))+L2÷(24R): D=√ (W2+(Rsin (B+Z6G) +Z4)2

19.  P<2=>C=F+tan-1 (w÷ (Rsin (B+Z6G) +Z4)): H=F+B+Z6G: ≠˃C=F- tan-1  (W÷ (Rsin (B+Z6G) +Z4)): H=F-B-Z6G: Δ

20. Lb1 3: X=U+Tcos (F-180) +DcosC◢

21. X=Z+Tsin (F-180) +DsinC◢

22. Prog'' HW''

23. Lb1 4: Z7=X: Z8=Y:  {S}:  X'' ZX'' = (Z7+Scos(H-90))◢

24. Y'' ZY'' = (Z8+Ssin (H-90))◢

25. Prog '' HW '' : {N}: X'' YX'' = (Z7+Ncos (H+90))◢

26. Y'' YY''= (Z8+NSin (H+90))◢

27. . Prog '' HW '' : Goto 0

28. Lb1 5:G=Z3-M: Z[12]= (T-G+G^5÷ (40R2L2)) SinA+ (G^3÷ (6RL)-G^5÷ (336R^3L)) CosA: Z6=T+ (T- G+G^5÷ (40R2L2)) CosA- (G^3÷ (6RL) -G^5÷ (336R^3L)) SinA: D=√ (Z52+Z[12]2)

29. P<2=>C= F+tan-1(Z[12]÷Z5): H=F+A-BG2÷L2: ≠˃C=F- tan-1(Z[12] ]÷Z5): H=F-A+BG2÷L2 Δ Goto 3

30. Lb1 6:D=J-M: C=F+180: H=F: Goto 8

31. Lb1 7: d=t+m-z3: P<2=>C= F+A: ≠˃C=F-A Δ H=C

32. Lb1 8:X=U+DCosC◢

33. Y=Z+DSinC◢

34.Prog'' HW '' Goto 4

 

 

ZDZB

1. {A}: A'' A'':  {B}: B'' B'': X=A+DCosF◢

2.Y=B+DSinF◢

 

 

HW

1. Z[10]  ''  D1'' =√((X-I)2+(Y-Q)2)◢

2. Y-Q≥0=>Z[11] '' F1'' =Arg ((X-I)2+(Y-Q)i)◢

3. ≠˃Z[11] '' F1 '' =Arg (( X-I)2+(Y-Q)i)+360◢

 

 

DF

1. {AB}: D=√((A-X)2+(B-Y)2)◢

2. Y-B≥0=> F=Arg ((X-A)2+(Y-B)i)◢

3. ≠˃F=Arg (( X-A)2+(Y-B)i)+360◢

[frankmar98]

It is possible and really easy to convert the program, but for neccesary debugging pruposes, it is neccesary to have a physical fx-5800p.

 

Try to learn Casio Basic 2, and convert it.

 

Each calculator is different, and the debugging process is mandatory, 99% probability, the program (relatively big) written in a PC text editor without any testing won't work properly.

 

Regards

[Nafri_]

Here is My Email Address irfanbinsuudibinshodiq@gmail.com , i
have calculator 5800p send me too
thank you very much