
×InformationFix Windows 10 Update Issues
Resolve Windows 10 related issues for your HP computers or printers by HP Windows 10 Support Center

×InformationFix Windows 10 Update Issues
Resolve Windows 10 related issues for your HP computers or printers by HP Windows 10 Support Center
 HP Community
 >
 Other Products
 >
 Calculators
 >
 Re: I have problem entering in programme which create folder
 Mark Topic as New
 Mark Topic as Read
 Float this Topic for Current User
 Bookmark
 Subscribe
 Mute
 Printer Friendly Page
Create an account on the HP Community to personalize your profile and ask a question
Solved!
I have problem entering in programme which create folder
06092018 08:00 PM
dear HP community ,
because my authentication failed I have no idea why this **bleep** is happening , i will be short this time .
I would ask you why is my code not good enough to work wuth my program second time when I start it .
First time when I used it it works fine but now ( second time or whatever time you used IF you create directory which have a same name like PVEL and it is not empty ) because of my bad experience with directory or something else did not work . The directory which I made is PVEL .
I use this input variables
« IFERR 'PVEL' CRDIR THEN { PVEL } PGDIR END 'PVEL' CRDIR PVEL 256. ATTACH STD DEG "Unutarnji pravci  UNOS u:" { { "DMS kutevi" « 1. 'odb' STO » } { "Decimalni kutevi" « 0. 'odb' STO » } } 1. CHOOSE DROP EVAL Ť NEPKOORD od do L sirina « 1. od SIZE 1. GET FOR i NEPKOORD 2. od { i 1. } GET * 1.  1. 2. ŤLIST GET NEPKOORD 2. od { i 1. } GET * 1. 2. ŤLIST GET NEPKOORD 2. do { i 1. } GET * 1.  1. 2. ŤLIST GET NEPKOORD 2. do { i 1. } GET * 1. 2. ŤLIST GET Ť x0 y0 xi yi « xi x0  yi y0  Ť dx dy « dx dy SQ SWAP SQ + ƒ 'd' STO dy d SQ / 206265. * dx d SQ / 206265. * Ť ai bi « IF ai 0. > 'bi*1.' 0. > AND THEN ai bi 1. * / ATAN ELSE IF ai 0. > 'bi*1.' 0. < AND THEN ai bi 1. * / ATAN 180. + ELSE IF ai 0. < 'bi*1.' 0. > AND THEN ai bi 1. * / ATAN 360. + ELSE IF ai 0. < 'bi*1.' 0. < AND THEN ai bi 1. * / ATAN 180. + ELSE END END END END "ni" i + S~N STO "ni" i + S~N ŤNUM Ť ni « IF odb 0. == THEN ni L { i 1. } GET  ELSE IF odb 1. == THEN ni L { i 1. } GET HMSŤ  END END Ť ni2 « IF ni2 0. < THEN ni2 360. + ELSE ni2 END Ť NI « NI ŤNUM "NI" i + S~N STO "NI" i + S~N ŤNUM IF i sirina MOD 0. == THEN sirina ŤLIST …LIST sirina / ELSE END Ť A « A ŤNUM IF i sirina MOD 0. == THEN "ZT" i sirina / + S~N STO END » » » » » » » NEXT 1. od SIZE 1. GET FOR i "NI" i + S~N ŤNUM NEXT od SIZE 1. GET 1. 2. ŤLIST ŤARRY 'kutnLi' STO 1. od SIZE 1. GET sirina / FOR i "ZT" i + S~N ŤNUM { sirina 1. } 1. CON * IF i 2. Š THEN AUGMENT END NEXT 'zei' STO 1. od SIZE 1. GET FOR i "ni" i + S~N ŤNUM NEXT od SIZE 1. GET 1. 2. ŤLIST ŤARRY 'ni' STO kutnLi zei  'minl' STO "Ispis vektora prik. mjerenja u:" { { "dec. stupnjevima" « minl ŤNUM 'minl' STO » } { "DMS formatu" « minl minl SIZE 1. GET 1. ŤLIST RDM AXL ŤHMS AXL minl SIZE 1. GET 1. 2. ŤLIST RDM 'minl' STO » } { "u lucnim sekundama" « minl ŤNUM 3600. * 'minl' STO » } } 1. CHOOSE DROP EVAL "Ispis kuta nŚi :" { { "dec. stupnjevima" « ni ŤNUM 'ni' STO » } { "DMS formatu" « ni ni SIZE 1. GET 1. ŤLIST RDM AXL ŤHMS AXL ni SIZE 1. GET 1. 2. ŤLIST RDM 'ni' STO » } { "u lucnim sekundama" « ni ŤNUM 3600. * 'ni' STO » } } 1. CHOOSE DROP EVAL "Ispis kuta nŚiŚi :" { { "dec. stupnjevima" « kutnLi ŤNUM 'kutnLi' STO » } { "DMS formatu" « kutnLi kutnLi SIZE 1. GET 1. ŤLIST RDM AXL ŤHMS AXL kutnLi SIZE 1. GET 1. 2. ŤLIST RDM 'kutnLi' STO » } { "u lucnim sekundama" « kutnLi ŤNUM 3600. * 'kutnLi' STO » } } 1. CHOOSE DROP EVAL "Ispis vek. zi*e dim n*uzx1 :" { { "dec. stupnjevima" « zei ŤNUM 'zei' STO » } { "DMS formatu" « zei zei SIZE 1. GET 1. ŤLIST RDM AXL ŤHMS AXL zei SIZE 1. GET 1. 2. ŤLIST RDM 'zei' STO » } { "u lucnim sekundama" « zei ŤNUM 3600. * 'zei' STO » } } 1. CHOOSE DROP EVAL "Izbrisati pomocne velicine:" { { "DA" « 1. od SIZE 1. GET sirina / FOR i "ZT" i + S~N NEXT 1. od SIZE 1. GET FOR i "ni" i + S~N NEXT 1. od SIZE 1. GET FOR i "NI" i + S~N NEXT od SIZE 1. GET 2. * od SIZE 1. GET sirina / + ŤLIST PURGE » } { "NE" « 0. 'ODB' STO » } } 1. CHOOSE DROP EVAL { odb d } PURGE UPDIR » »
this signs in code ARE used
Ť ƒ instead od right arrows for create local variables and square root sign .
Thank you and Have I nice day !!
JK
Solved! Go to Solution.
06092018 11:52 PM
I would suggest "singlestepping" your program. Instead of running your program directly, put its name on the stack and execute DBUG, then use the SST or SST↓ menu keys to execute it one step at a time. (Menu access: PRG, NXT NXT, RUN). This is a powerful way to follow a program's progress and find exactly where and why it's not running as expected.
Disclaimer: I don't work for HP. I'm just another happy HP calculator user.
06102018 09:25 AM
Although I don't understand what your program is doing, I believe your initial IFERR structure is intended to delete the PVEL directory if it already exists. If I am correct, then I suggest you change this part
IFERR 'PVEL' CRDIR THEN { PVEL } PGDIR END
...to this:
IFERR 'PVEL' PGDIR THEN END
If the PVEL directory already exists when you start the program, your original version leaves an extra 'PVEL' on the stack. This is throwing off the expected stack contents for the rest of the program. The second version leaves nothing on the stack, regardless of whether the directory already existed.
You can see this by inserting a HALT command immediately following the IFERR..END structure, then running the program multiple times to observe the stack contents.
Hopefully I've understood your intent correctly. If so, I believe the above fix will work for you.
06102018 09:26 AM
OK thank you for your advice but let me know that I don't know how to solve it anyway .
So I create program from field of Analyses and processing of land surveying measurments.
So program calculates vector of diminution measurments , the element of uknown orientation of interior angle Z  angle
( interior angle means measurment from unknown point by coordinates to known point which coordinates ( x,y ) are known . Or this is angle by definition beetwen two by coordinates uknown points ) .
Program also calculates diference beetwen bearing angle and measured angle ( alpha ) of interior angle ( in vector form ) and approximately bearing angle from each measurment .
OF course the last data I forget to remember is vektor Z*ei , it is vector who speak which measurments contains uknown element of orientation interior angle .
So input data is :
1. Vector of uknowns (NEPKOORD ) ( because this is only for singular network adjustment ) .
These vector contains uknown coordinates that are approximately determined near the "real" value of coordinates of points ( X , Y )
The vector of uknowns must be written only at this type of format [[ x1] [y1] [ x2 ] [ y2 ] ... ... [ xn ] [ yn ]] , dimensions of these vector is (2*n)x1 , where n is number of points included in adjustment
2. vector FROM ( od ) which represent from which index of point is going to be measured inner line ( inner angle actually ).
Index of point means number of point you type at the Vector of uknowns e.g. if you want to measure inner line ( inner angle ) from point you type as second in vector of uknowns , just type [[2]] , and If I want to add as example second measurement from point 4 , and third measurment from point 3 . All that points FROM are contained in one vector who has output dimension nx1 , n is number of measurements in this case . So in my case if I had those three measurment FROM points 2 , 3 and 4 i would type [ [2] [3] [4] ] in vector FROM , local variable od
3. vector TO ( do  local variable name ) . All same like vector FROM ( od  local variable name ) but in this case you enter ID  s of point toward is inner angle ( line in geodesy ) measured .
Let me resume , If I had three measured inner angle , first angle as exaple from point 2 to point 4 , second inner angle from point 4 to point 1 , and third measured angle from point 3 to point 2 i will have two vectors FROM and TO with dimensions 3x1 ( 3 is number of measurments at interior angles ( or lines ) ).
vector FROM (od ) form is :
[[2] [4] [3] ]
vector TO ( do ) form is :
[ [4] [1][ 2] ]
in upper case .
4. Input is vector od measurments ( L ) , dimensions are nx1 n is number of measurment .
Just type your measurment in every cell of vector . You CAN CHOOSE in program IF your measurments are in HH.MMSS format or decimal format .
5. the length number
how many measurment are occupied by one element of uknown orientation of 0° angle of horizontal circle in the instrument ( uknown Z angle ) . This number must be able to divide number of measurements ( n in dimensions ) with no rest .
Ok just type in following order if you not understand i will send you one picture .
But with no these stuff about directory program looks fine , so when I added this sort of code above my program something changes ( on second time start IF directory PVEL exist after runing program first time and is NOT EMPTY directory ) ... I get an GET error , I don't know why and how to fixed it ... you know ... i count of this code ...
<< IFERR 'PVEL' CRDIR THEN { PVEL } PGDIR END 'PVEL' CRDIR PVEL 256 ATTACH > NEPKOORD od do L sirina << @ bla bla bla ... coding algorythm @ END of program >> >>
Didn't find what you were looking for? Ask the community