natgillin/translations-raw huggingface dataset:
Studs or similar devices used for marking should not protrude more than 1.5 cm above the level of the carriageway (or more than 2.5 cm in the case of studs incorporating reflex reflectors);
Kovinski čepi in podobni pripomočki za označevanje ne smejo segati več kot 1,5 cm nad površino vozišča (ali več kot 2,5 cm pri čepih z odsevniki);
Longitudinal markings A. Dimensions
Vzdolžne označbe A. Dimenzije
The width of continuous or broken lines used for longitudinal markings should be at least 0.10 m.
Širina neprekinjenih ali prekinjenih črt pri vzdolžnih označbah naj bo vsaj 0,10 m.
The distance between two adjacent longitudinal lines (double line) should be between 0.10 m and 0.18 m.
Razdalja med dvema sosednjima vzdolžnima črtama (dvojna črta) naj bi bila med 0,10 m in 0,18 m.
A broken line shall consist of strokes of equal length separated by uniform gaps.
Prekinjena črta ima črte enake dolžine, med katerimi so enotni razmiki.
The speed of vehicles on the section of road or in the area in question should be taken into account in determining the length of the strokes and of the gaps between them.
Pri določanju dolžine črt in razmikov med njimi naj se upošteva hitrost vozil na določenem cestnem odseku ali območju.
Outside built-up areas a broken line should consist of strokes between 2 m and 10 m long. The length of the strokes forming the approach line referred to in paragraph 23 of this Annex should be from two to three times the length of the gaps.
Zunaj naselij naj bodo prekinjene črte dolge od 2 m do 10 m. Dolžina črt prekinjene opozorilne črte, navedene v triindvajsetem odstavku te priloge, naj ima dvakratno do trikratno dolžino razmikov.
In built-up areas, the length and spacing of the strokes should be less than they are outside built-up areas.
V naseljih naj bosta dolžina črt in razmik med njimi manjša kot zunaj naselij.
The strokes may be reduced to 1 m. On certain main urban arteries where traffic moves fast, however, the characteristics of longitudinal markings may be the same as outside built-up areas.
Črte so lahko skrajšane na 1 m. Vendar so lahko na določenih glavnih mestnih prometnih cestah, kjer promet poteka zelo hitro, lastnosti vzdolžnih označb enake velikosti kakor zunaj naselij.
B. Traffic lane markings - 7. Traffic lanes shall be marked by broken lines, by continuous lines or by other appropriate means.
B. Označbe prometnih pasov - 7. Prometni pasovi so označeni s prekinjenimi črtami, neprekinjenimi črtami ali na druge ustrezne načine.
(i) Outside built-up areas
(i) Zunaj naselij
On two-way roads having two lanes, the centre line of the carriageway should be indicated by a longitudinal marking.
Na dvosmernih cestah z dvema voznima pasovoma naj bo črta na sredini vozišča označena z vzdolžno označbo.
This marking shall normally consist of a broken line.
Ta označba je navadno v obliki prekinjene črte.
Continuous lines should only be used for this purpose in special circumstances.
Samo v posebnih razmerah naj se v ta namen uporabljajo neprekinjene črte.
On three-lane roads, the lanes should, as a general rule, be indicated by broken lines along sections where visibility is normal.
Na tripasovnicah naj bi bili prometni pasovi na odsekih, na katerih je vidljivost normalna, na splošno označeni s prekinjenimi črtami.
On carriageways having more than three traffic lanes, the two directions of traffic should be separated by one continuous line or by two continuous lines, except in cases where the direction of traffic in the central lanes can be reversed.
Na voziščih z več kot tremi prometnimi pasovi naj bi bili obe smeri prometa ločeni z eno neprekinjeno črto ali dvema neprekinjenima črtama, razen takrat, ko se smer prometa na sredinskih pasovih lahko zamenja.
In addition, the traffic lanes should be marked by broken lines (diagrams 1a and 1b).
Poleg tega je treba prometne pasove označiti s prekinjenimi črtami (diagram 1a in 1b).
(ii) In built-up areas
(ii) V naseljih
Traffic lanes should be marked at points where the width of the roadway is reduced by kerbs, islands or directional islands.
Prometni pasovi naj bodo označeni tam, kjer je širina cestišča zmanjšana zaradi robnikov, otokov ali usmerjevalnih otokov.
C. Markings for particular situations
C. Označbe v posebnih primerih
(i) Use of continuous lines
(i) Uporaba neprekinjenih črt
In order to improve traffic safety, the broken centre lines at certain intersections (diagram 4) should be replaced or supplemented by a continuous line (diagrams 5 and 6).
Zaradi izboljšanja varnosti prometa naj prekinjene črte na sredini vozišča na nekaterih križiščih (diagram 4) zamenja ali dopolni neprekinjena črta (diagrama 5 in 6).
When it is necessary to prohibit the use of the part of the carriageway reserved for oncoming traffic at places where the range of vision is restricted (hill crest, bend in the road, etc.) or on sections where the carriageway is narrow or has some other peculiarity, restrictions should be imposed on sections where the range of vision is less than a certain minimum M, by means of a continuous line laid out in accordance with diagrams 7a to 16. 1/ In countries where the design of motor vehicles justifies it, the eye level of 1 m indicated in diagrams 7a to 10a may be raised to 1.20 m.
Kadar je treba prepovedati uporabo dela vozišča, ki je rezerviran za promet v nasprotni smeri tam, kjer je vidljivost omejena (prevoj, ovinek na cesti, itd.), ali na odsekih, kjer je vozišče ozko ali ima kakšno drugo posebnost, je treba na odsekih, kjer je vidljivost manjša od določenega minimuma (M), uvesti omejitve z uporabo neprekinjene črte, določene v skladu z diagrami 7a do 16 fn. Višina gledanja 1 m, označena na diagramih od 7 a do 10 a, je lahko v državah, kjer konstrukcija motornih vozil to upravičuje, povečana na 1,20 m.
The value to be adopted for M varies with road conditions.
Vrednost, sprejeta za M, se spreminja glede na razmere na cesti.
Diagrams 7a, 7b, 8a, 8b, 8c and 8d show, for two- and three-lane roads respectively, the design of the lines at a hill crest with a restricted range of vision.
Diagrami 7 a, 7 b, 8 a, 8 b, 8 c in 8 d prikazujejo obliko črt na prevoju z omejeno preglednostjo za dvopasovnice in tripasovnice.
These diagrams correspond to the longitudinal section at the top of the same page and to a distance M specified in paragraph 24 below:
Ti diagrami ustrezajo vzdolžnemu odseku na vrhu iste strani in razdalji M, določeni v štiriindvajsetem odstavku v nadaljevanju:
A (or D) is the point where the range of vision becomes less than M, while C (or B) is the point where the range of vision again begins to exceed M. 2/
A (ali D) je točka, kjer postane vidljivost manjša od M, medtem ko je C (ali B) točka, kjer vidljivost ponovno začne presegati M fn.
Where the sections AB and CD overlap, i.e. when forward visibility in both directions becomes greater than M before the crest of the hill is reached, the lines should be arranged in the same way, but the continuous lines alongside a broken line should not overlap.
Tam, kjer se odseka AB in CD prekrivata, to je, kjer postane vidljivost naprej v obeh smereh večja od M, preden se doseže prevoj, naj bodo črte razporejene na isti način, samo neprekinjene črte vzdolž prekinjene črte naj se ne prekrivajo.
This is indicated in diagrams 9, 10a and 10b.
To je prikazano na diagramih 9, 10a in 10b.
Diagrams 11a and 11b show the position of the lines for the same case on a curve with restricted range of vision on a two-lane road.
Diagrama 11a in 11b prikazujeta položaj črt za isti primer na ovinku, kjer je preglednost na dvopasovni cesti omejena.
On three-lane roads two methods are possible.
Na tripasovnicah sta mogoči dve metodi.
These are shown in diagrams 8a, 8b, 8c and 8d (or 10a and 10b).
Prikazani sta na diagramih metricconverterProductID8 a8 a, 8 b, 8 c in 8 d (ali metricconverterProductID10 a10 a in 10 b).
Diagram 8a (or 8b or 10a) should be used on roads carrying a substantial proportion of two-wheeled vehicles and diagrams 8c and 8d (or 10b) where the traffic consists mainly of four-wheeled vehicles.
Diagram 8a (ali 8b ali 10a) naj se uporablja na cestah, na katerih poteka velik del prometa z dvokolesnimi vozili, diagrama 8c in 8d (ali 10b) pa na cestah, kjer poteka promet v glavnem s štirikolesnimi vozili.
Diagram 11c shows the arrangement of the lines for the same case on a curve with restricted range of vision on a three-lane road.
Diagram 11 c prikazuje razporeditev črt za enak primer na ovinku, kjer je na tripasovnici preglednost omejena.
In diagrams 13 and 14 which show the lines used to indicate a change in width of the available carriageway, as well as in diagrams 15, 16 and 17 which show obstacles necessitating a deviation from the continuous line(s), the inclination of the line(s) should preferably be less than 1/50 on fast roads and less than 1/20 on roads where speeds do not exceed 50 km/h (30 m.p.h.).
Pri diagramih 13 in 14, ki prikazujeta črte za označevanje sprememb v širini razpoložljivega vozišča, in tudi pri diagramih 15,16 in 17, ki prikazujejo ovire, zaradi katerih se zahteva odmik od neprekinjene(ih) črte (črt), naj bi bil naklon črte (črt) po možnosti manjši od 1/50 na hitrih cestah in manjši od 1/20 na cestah, kjer hitrosti ne presežejo 50 km/uro (30 milj/uro).
In addition, the oblique continuous lines should be preceded, in the direction to which they apply, by a continuous line parallel to the centre line of the roadway, the length of the continuous line being the distance covered in one second at the driving speed adopted.
Poleg tega naj bo pred poševnimi neprekinjenimi črtami v smeri prometa, ki jo nakazujejo, neprekinjena črta vzporedna s črto na sredini, pri čemer naj bo dolžina neprekinjene črte enaka razdalji, ki jo pri določeni hitrosti vozilo prevozi v eni sekundi.
When it is not necessary to mark the traffic lanes by broken lines on a normal section of road, the continuous line should be preceded by an approach line consisting of a broken line, for a distance of at least 50 m, depending on the normal speed of the vehicles using the road.
Kadar ni treba označiti prometnih pasov s prekinjenimi črtami na normalnem cestnem odseku, naj bo pred neprekinjeno črto prekinjena opozorilna črta na razdalji vsaj 50 m, odvisno od normalne hitrosti vozil, ki vozijo po cesti.
Where the traffic lanes are marked by broken lines on a normal section of road, the continuous line should also be preceded by an approach line for a distance of at least 50 m, depending on the normal speed of the vehicles using the road.
Tam, kjer so prometni pasovi označeni s prekinjenimi črtami na normalnem cestnem odseku, naj bo pred neprekinjeno črto opozorilna črta, dolga vsaj 50 m, odvisno od normalne hitrosti vozil na cesti.
The marking may be supplemented by one or more arrows showing drivers which lane they should take.
Označbo lahko dopolnjuje ena ali več puščic, ki usmerjajo voznike na določen pas.
(ii) Conditions for the use of continuous lines
(ii) Pogoji za uporabo neprekinjenih črt
The choice of range of vision to be used in determining the sections on which a continuous line is or is not desirable, and the choice of the length of the line, is bound to be a compromise.
Pri izbiri vidljivosti, ki vpliva na določitev odsekov, na katerih je neprekinjena črta zaželena ali ne, in izbiri dolžine črte je skoraj nujno treba najti kompromis.
The following table gives the recommended value of M for various approach speeds:
V razpredelnici v nadaljevanju je priporočena vrednost M za različne hitrosti približevanja fn:
Approach speed Range of values of M 100 km/h (60 m.p.h.) 160 m to 320 m 80 km/h (50 m.p.h.) 130 m to 260 m 65 km/h (40 m.p.h.) 90 m to 180 m 50 km/h (30 m.p.h.) 60 m to 120 m 3/ The approach speed used in this calculation is the speed which 85 per cent of the vehicles do not exceed, or the design speed if it is higher.
Hitrost približevanja Razpon vrednosti za M 100 km/h (60 milj na uro) 160 m do 320 m 80 km/h (50 milj na uro) 130 m do 260 m 65 km/h (40 milj na uro) 90 m do 180 m 50 km/h (30 milj na uro) 60 m do 120 m. {\b MANJKA!}
D. Border lines indicating the limits of the carriageway 26. The limits of the carriageway shall preferably be marked by continuous lines.
D. Robne črte za označevanje meja vozišča Zaželeno je, da meje vozišča označujejo neprekinjene črte.
Studs, buttons or reflex reflectors may be used in conjunction with these lines.
V kombinaciji s temi črtami se lahko uporabljajo tudi razni kovinski čepi, kapice ali odsevniki.
E. Marking of obstructions
E. Označevanje ovir
Diagrams 15, 16 and 17 show the markings to be used near an island or any other obstruction on the carriageway.
Diagrami 15, 16 in 17 prikazujejo označbe, ki jih je treba uporabiti v bližini otoka ali druge ovire na vozišču.
F. Guidelines for turning vehicles
F. Smernice za zavijajoča vozila
At certain intersections it is desirable to show drivers how to turn left, in countries with right-hand traffic, or how to turn right in countries with left-hand traffic.
Na nekaterih križiščih je zaželeno pokazati voznikom, kako naj zavijejo levo v državah, kjer poteka promet po desni strani, ali kako naj zavijajo desno v državah, kjer poteka promet po levi strani.
G. Road markings for a lane reserved for certain categories of vehicle 28 bis.
G. Talne označbe za vozni pas, rezerviran za določene kategorije vozil 28 bis.
The marking of lanes reserved for certain categories of vehicle shall be by means of lines which should be clearly distinguished from other continuous or broken lines of the carriageway, notably by being wider and with less space between strokes.
Vozni pasovi, rezervirani za določene kategorije vozil, se označijo s črtami, ki naj se jasno razlikujejo od drugih neprekinjenih ali prekinjenih črt na vozišču, in sicer morajo biti širše, razmik med črtami pa manjši.
With respect to a lane reserved primarily for buses, the word &quot;BUS&quot; or the letter &quot;A&quot; shall be marked on the reserved lane wherever necessary and specifically at the beginning of the lane and after intersections.
Na prometni pas, namenjen predvsem avtobusom, se napiše beseda &quot;BUS&quot; ali črka &quot;A&quot;, kadar koli je to potrebno in zlasti na začetku voznega pasu in za križišči.
Diagrams 28a and 28b show examples of markings for a lane reserved for regular public transport service vehicles.
Diagrama 28a in 28b prikazujeta primere označb za vozni pas, ki je namenjen vozilom rednega javnega prometa.
Transverse markings A. General 29. Because of the angle at which the driver sees markings on the carriageway, transverse markings shall be wider than longitudinal markings.
Prečne označbe A. Splošno Prečne označbe morajo biti zaradi kota, pod katerim jih gleda voznik, širše od vzdolžnih označb.
B. Stop lines
B. Črte za ustavljanje
When used in conjunction with a STOP sign, the stop line should be placed in such a position that a driver who stops immediately behind the line has the clearest possible view of the traffic on the other arms of the intersection consistent with the requirements of other vehicular and pedestrian traffic.
Kadar se črta za ustavljanje uporablja skupaj z znakom USTAVI, naj bo črta na takem mestu, da ima voznik, ki se ustavi tik za njo, najboljši pregled nad prometom na drugih krakih križišča v skladu z zahtevami prometa drugih vozil in pešcev.
Stop lines may be supplemented by longitudinal lines (diagrams 18 and 19).
Črte za ustavljanje lahko dopolnjujejo vzdolžne črte (diagrama 18 in 19).
They may also be supplemented by the word &quot;STOP&quot; inscribed on the carriageway as shown in the examples given in diagrams 20 and 21. The distance between the top of the letters of the word &quot;STOP&quot; and the stop line should be between 2 m and 25 m.
Dopolnjuje jih lahko tudi beseda &quot;STOP&quot;, napisana na vozišču, kakor je to prikazano na diagramih 20 in 21. Razdalja med vrhom črk besede &quot;STOP&quot; in črto za ustavljanje mora biti med 2 m in 25 m.
C. Lines indicating points at which drivers must give way 33. The minimum width of these lines should be 0.20 m and the maximum width 0.60 m;
C. Črte, ki označujejo mesta za odstop prednosti Te črte morajo biti široke najmanj 0,20 m, največ pa 0,60 m;
if there are two lines, the distance between them should be at least 0.30 m. The line may be replaced by triangles marked side by side on the ground with their vertices pointing towards the driver who is required to give way.
če sta dve črti, mora biti razdalja med njima vsaj 0,30 m. Črto lahko zamenjajo trikotniki, narisani drug poleg drugega na tleh in z vrhom obrnjenim proti vozniku, ki mora dati prednost.
The bases of these triangles should measure at least 0.40 m but not more than 0.60 m and their height should be at least 0.60 m but not more than 0.70 m.
Osnovne stranice teh trikotnikov naj merijo vsaj 0,40, vendar ne več kakor 0,60 m, njihova višina pa mora biti vsaj 0,60 m, vendar ne več kakor 0,70 m.
Transverse marking(s) should be placed in the same positions as the stop lines referred to in paragraph 31 of this Annex.
Prečna označba naj bo na istih mestih kot črta za ustavljanje iz enaintridesetega odstavka te priloge.
D. Pedestrian crossings - 37. The space between the stripes marking a pedestrian crossing should be at least equal to the width of the stripes and not more than twice that width:
D. Prehodi za pešce - 37. Razmik med črtami, ki označujejo prehod za pešce, naj bo vsaj enak širini črt in ne večji od njihove dvojne širine:
E. Cyclist crossings 38. Cyclist crossings should be indicated by two broken lines.
E. Prehodi za kolesarje Prehode za kolesarje naj označujeta dve prekinjeni črti.
The broken line should preferably be made up of squares (0.40-0.60) x (0.40-0.60) m. The distance between the squares should be 0.40-0.60 m. The width of the crossings should be not less than 1.80 m. Studs and buttons are not recommended.
Prekinjena črta naj bo po možnosti narejena iz kvadratov (0,40-0,60) x (0,40-0,60) m. Razdalja med kvadrati naj bo od 0,40 do 0,60 m. Prehodi morajo biti široki najmanj 1,80 m. Kovinski čepi in kapice niso priporočljivi.
Other markings A. Arrow markings
Druge označbe A. Puščice
39. On roads having sufficient traffic lanes to separate vehicles approaching an intersection, the lanes which traffic should use may be indicated by arrow markings on the surface of the carriageway (diagrams 2, 3, 19 and 23).
39. Na cestah, kjer je dovolj prometnih pasov, da so vozila, ki se bližajo križišču, ločena med seboj, se pasovi, ki naj bi se uporabljali za promet, lahko označijo s puščicami na površini vozišča (diagrami 2, 3, 19 in 23).
Arrows may also be used or a one-way road to confirm the direction of traffic.
Puščice se lahko uporabijo tudi na enosmerni cesti za potrditev smeri prometa.
The arrow should not be less than 2 m long. They may be supplemented by word markings on the carriageway.
Puščica mora biti vsaj 2 m dolga. Dopolnijo jih lahko označbe z napisi na vozišču.
B. Oblique parallel lines
B. Poševne vzporedne črte
C. Word markings 41. Word markings on the carriageway may be used for the purpose of regulating traffic or warning or guiding road users.
C. Napisi
The words used should preferably be either place names, highway numbers or words which are easily understandable internationally (e.g. &quot;Stop&quot;, &quot;Bus&quot;, &quot;Taxi&quot;).
Po možnosti naj se uporabljajo napisi imen krajev, številk avtocest ali taki napisi, ki so preprosto razumljivi na mednarodni ravni (npr. &quot;Stop&quot;, &quot;Bus&quot;, &quot;Taxi&quot;).
The letters should be considerably elongated in the direction of traffic movement because of the small angle at which they are seen by approaching drivers (diagram 20).
Črke naj bodo znatno podaljšane v smeri prometa, ker jih vozniki pri približevanju vidijo pod majhnim kotom (diagram 20).
Where approach speeds exceed 50 km/h (30 m.p.h.), the letters should be at least 2.5 m in height.
Kadar hitrosti približevanja presegajo 50 km/h (30 milj/uro), morajo biti črke visoke vsaj 2,5 m.
D. Standing and parking regulations
D. Predpisi za ustavljanje in parkiranje
Standing and parking restrictions may be indicated by markings on the kerbs or on the carriageway.
Omejitve za ustavljanje in parkiranje se lahko označujejo z označbami na robnikih ali na vozišču.
Parking space limits may be indicated on the surface of the carriageway by appropriate lines.
Meje parkirnih prostorov so lahko označene na površini vozišča z ustreznimi črtami.
E. Markings on the carriageway and on adjacent structures
E. Označbe na vozišču in sosednjih objektih
(i) Markings indicating parking restrictions
(i) Označbe omejitev pri parkiranju
(ii) Marking of obstructions
(ii) Označevanje ovir
Diagram 27 gives an example of a marking on an obstacle.
Na diagramu 27 je prikazan primer označbe na oviri.
[FOLLOWED BY FRENCH AND RUSSIAN TEXTS AND DIAGRAMS (Annexes 2 and 3)]
[SLEDITA BESEDILI V FRANCOŠČINI IN RUŠČINI TER DIAGRAMI (Prilogi 2 in 3)]
the country name and the ground of the three squares shall be in white. The symbols used in the upper and central squares shall be in black and the symbol in the central square shall have an oblique red line across it.
ime države in podlaga treh kvadratov sta bele barve, simboli, uporabljeni v zgornjem in sredinskem kvadratu, so črne barve, čez simbol v srednjem kvadratu pa je narisana rdeča črta.
(b) If the section of road is closed, panel 1 shall be red and shall bear the inscription &quot;CLOSED&quot;; if the section is open, panel 1 shall be green and shall bear the inscription &quot;OPEN&quot;.
(b) Če je cestni odsek zaprt, je tabla 1 rdeče barve in ima napis &quot;ZAPRT&quot;, če pa je odsek odprt, je tabla 1 zelene barve in ima napis &quot;ODPRT&quot;.
If the section of road is open, panel 3 shall remain blank and panel 2, according to the state of the road, shall either be blank, or display sign D, 9, &quot;SNOW CHAINS COMPULSORY&quot;, or display symbol G, 16, &quot;CHAINS OR SNOW TYRES RECOMMENDED&quot;.
Če je cestni odsek odprt, tabla 3 nima napisa, tabla 2 pa glede na stanje na cesti nima napisa ali pa ima znak D, 9 &quot;OBVEZNA UPORABA SNEŽNIH VERIG&quot; ali pa simbol G, 16 &quot;VERIGE ALI ZIMSKE GUME PRIPOROČLJIVE&quot;.
(See: section C, para. 9 (c) of this annex).
(Glej pododstavek (c) devetega odstavka oddelka C te priloge).
Regulatory signs may be restricted to particular road users by displaying the symbol for their category. For example: H,5 a and H,5 b.
Znaki za urejanje prometa so lahko omejeni na določene uporabnike cest s prikazom simbola za njihovo kategorijo, na primer H,5 a in H,5 b.
In specific cases and in order to ensure greater traffic safety, continuous lines or broken lines adjacent to continuous lines may be used.
V posebnih primerih in za zagotovitev večje varnosti v prometu se lahko ob neprekinjenih črtah uporabljajo neprekinjene ali prekinjene črte.
At the approaches to major intersections (especially intersections where traffic is controlled), where the width is sufficient for two or more lines of vehicles, traffic lanes should be marked as shown in diagrams 2 and 3. In such cases, the lines marking the lanes may be supplemented with arrow markings (see para. 39 of this Annex).
Pri približevanju večjim križiščem (posebno semaforiziranim križiščem), kjer širina zadostuje za dve ali več kolon vozil, naj bodo prometni pasovi označeni tako, kot je prikazano na diagramu 2 in 3. Takrat se lahko črte, ki označujejo prometne pasove, dopolnijo z označbami puščic (glej devetintrideseti odstavek te priloge).
The minimum width of a stop line shall be 0.20 m and the maximum 0.60 m. A width of 0.30 m is recommended.
Najmanjša širina črte za ustavljanje je 0,20 m, največja pa 0,60 m. Priporoča se širina 0,30 m.
The marking(s) referred to in paragraph 34 above may be supplemented by a triangle drawn on the carriageway as shown in the example given in diagram 22. The distance between the base of the triangle and the transverse marking should be between 2 m and 25 m. The base of the triangle shall be at least 1 m; its height shall be three times its base.
Označbo(e) iz štiriintridesetega odstavka zgoraj lahko dopolnjuje trikotnik, narisan na vozišču tako, kot je to prikazano na diagramu 22. Razdalja med osnovno stranico trikotnika in prečno označbo naj bo med 2 m in 25 m. Osnovna stranica trikotnika mora meriti vsaj 1 m, njegova višina pa naj bo trojna višina osnovne stranice.