promie? luku R= |
|
150 |
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Pr?dko?? projektowa Vp= |
|
40 |
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AW= |
405,71 |
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klotoida A= |
|
80 |
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kat zmiany trasy GAMMA |
|
53,0000 |
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WB= |
342,5 |
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przyspieszenie k= |
|
0,9 |
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obliczenia: |
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d?ugo?? klotoidy: |
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minimalna d?ugo?? klotoidy |
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warunek: |
Lp>=Lpmin |
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Lp= |
42,67 |
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Lpmin= |
10,086682427108 |
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spe?niony |
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dobor A |
a) |
R/3= |
50 |
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b) |
R*perwGAMA |
144,26694007984 |
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k?t zwrotu stycznej klotoidy |
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c) |
0,17*xxxx |
43,00697617829 |
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t= [rad] |
0,14222 |
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t= [stop] |
8,1486 |
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50 |
<= A =< |
144,26694007984 |
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x,y wspo?rz?dne prostok?tne klotoidy |
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x= |
42,58 |
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y= |
2,02 |
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styczna d?uga |
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gamma [rad] |
0,92502 |
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Td= |
28,47 |
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odsuniecie luku kolowego od prostej AW |
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warunek |
H>=0,5 |
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H= |
0,51 |
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spelniony |
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styczna ktortka |
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Tk= |
14,25 |
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RYSOWANIE KLOTOIDY |
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wspolrzedna srodka luku kolowego |
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xs= |
21,32 |
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ys= |
150,51 |
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(i) |
Lp (i) |
x(i) |
y(i) |
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1 |
3,556 |
3,56 |
0,00 |
przed?u?enie xs do punktu W |
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2 |
7,112 |
7,11 |
0,01 |
Ts= |
75,04 |
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3 |
10,668 |
10,67 |
0,03 |
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4 |
14,223 |
14,22 |
0,07 |
Styczna g?ówna: |
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5 |
17,779 |
17,78 |
0,15 |
To= |
96,36 |
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6 |
21,335 |
21,33 |
0,25 |
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7 |
24,891 |
24,89 |
0,4 |
Kat wycinka luku kolowego |
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8 |
28,447 |
28,44 |
0,6 |
alfa= [stop] |
36,7025 |
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ALFA= [rad] |
0,64058 |
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9 |
32,003 |
31,98 |
0,85 |
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10 |
35,558 |
35,52 |
1,17 |
odleglosc od wierzcholka W do luku kolowego |
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11 |
39,114 |
39,06 |
1,56 |
z= |
18,18 |
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12 |
42,67 |
42,58 |
2,02 |
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odleglosc od wiercholka W ' do luku kolowego |
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Z ' = |
8,04 |
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kilometra? |
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przedluzenie Tk |
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KM A |
0 |
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T ' = |
49,76 |
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KM PKP1 |
309,35 |
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KM KKP1 |
352,02 |
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dlugosc luku kolowego |
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KM ?? |
400,0635 |
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?= |
96,087 |
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KM KKP2 |
448,107 |
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KM PKP2 |
490,777 |
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KM B |
736,917 |
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*wyprodukowano przez Buk |
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KM W |
405,71 |
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