Calculul pantelor
Calculul cotelor proiect
zona 
|
H1=348.177 |
H7=354.117 |
H12=355.752 |
|
H2=349.081 |
HTi1=354.461 |
H |
|
H3=350.028 |
H8=354.719 |
H14=356.269 |
|
H4=350.889 |
H9=354.978 |
H15=356.527 |
|
H5=352.158 |
H10=355.236 |
H16=356.785 |
|
H6=353.084 |
H11=355.494 |
HB1=357 |
zona 
|
H17=357 |
H24=357 |
H29=357 |
|
H18=357 |
H25=357 |
H30=357 |
|
H19=357 |
HTe1=357 |
H31=357 |
|
H20=357 |
H |
H32=357 |
|
H21=357 |
H27=357 |
H33=357 |
|
H22=357 |
H28=357 |
HB2=357 |
|
H23=357 |
HTi2=357 |
zona 3: 
|
H34=357.239 |
HTe2=358.435 |
H43=361.965 |
|
H35=357.478 |
H39=359.013 |
H44=362.822 |
|
H36=357.717 |
H40=359.811 |
HB=363.420 |
|
H37=357.957 |
H41=360.310 | |
|
H38=358.196 |
H42=361.107 |
Calculul declivitatilor:
Calculul razelor de racordare verticala
|
V (km/h) |
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|
R (m) |
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|
Rmin concava | |||||
|
Rmin convexa |
V=40 km/h
Raza concava = 1050m
Raza convexa = 1000m
Calculul racordarilor verticale:
m1=4.304%
m2=3.988%
Calculul cotelor de racordare verticala
Calculul profilelor transversale
rambleu 41 (cea mai mare umplutura)
debleu B2 (cea mai mare sapatura
la alegere B1
Calculul supralargirii si supraînaltarii :
Supralargirea
Supraînaltarea
Calcule pentru proiectarea parcariiig
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