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Reprinted from 76805071 at 17:44 on September 5,エアマックス24-7,~ is Chaoshan , looked not killing me do not belie, 2009 Reading (loading. ..) Comments (0) Category: Personal Diary pavement width of subroutine 0. 5LUKUAN
br> Porg 1: Then Porg / / calculate half width of road right-the right book,エアマックス2011,Top Ten Odd graph , really strange , do not believ,
ZZ [2] → Z [3]: IfEnd: / / calculate the right side of the green belt minus the edge of pile elevation when computed using the edge from
IfV =- 1:: Then Porg ; / / Calculate the left half-width road right book
Z + [2] → Z [3] IfEnd / / calculate the left side of the green belt minus the computed when the pile with the side elevation road widening margins
subroutine GL-JK
widening miles before the point A,ナイキ エアマックス, widening dead mileage B,エアマックス2010,2011-1-28 - Qzone log, D
the wider program to ease the lack of S curve widening process, because not encountered before,nike air max, so the temporary vacancy
Porg ; / / line selection process into the wider database
If D = 1: Then (4 ((LA) / (BA)) ^ 3-3 * ( (LA) / (BA)) ^ 4) * C → Z: IfEnd: / / small big to widen
If D = 2: Then (4 (((BA) - (LA)) / (BA) ) ^ 3-3 ((((BA) - (LA)) / (BA)) ^ 4) * C → Z: / IfEnd: / descending broadening
IfD = 3: ThenZ = Z: IfEnd:
IfZ ≠ 0: then Show ZS-XS
; / / display the calculated distance azimuth
: X ; / / Display X coordinate of the center line
/ / Display Y coordinate of the center line
; / / Display the pile height
/ / Display X coordinate Side Pile
/ / Display Y coordinate Side Pile
/ / display side elevation
inverse pile shows FS-XS
L limit CHAOXIAN-CL
If L B: Then greater than the maximum length of this route prompted, exit the program is simple computer program
Highway GL-JY-ZS
0.7886751346 → E :1-E → F: Q + ErO (C + ED) → E: Q + ErO (C + FD) → F: X + O (Cos (E) + Cos (F)) / 2 → X:
Y + O (Sin (E) + Sin (F)) / 2 → Y: Q + Or (C + D) → Q:
slope stake out procedure BP-FY
/ / line selection
and the measuring point X, Y.
T → Z [10]: S → Z [11]:
Porg / / line selection of plane
Porg ; / / enter the inverse process, inverse measurement point mileage offset.
Porg lukuan / / elevation lines to choose
Porg ; / / height of the pile is calculated
Z [3] → Z: ; / / input buffer zone plus minus half widening the margin value
Porg ; / / calculate the length of pile side elevation
Z + Z [2] → Z
Z [10] → X: Z [11] → Y: / / coordinate variables conversion, abandon the middle point of XY coordinates to After the first step to test the starting point of XY data
Porg / / slope of the database into the extraction elements.
-1 -1
I + C * B + EF → A: / / calculate the slope of the bottom line elevation
Abs (Z [1]) + B + D + E → W: / / calculate middle point of the distance from the slope of the bottom line
JW → D / / test measuring point to the starting point of flat slope from the
V * H → C: / / Ma, elevation
0 → B: / / set the level from the slope of the bottom line is 0
If T = 1: / / even if the first paragraph of the slope
Then ; / / enter the calculation of a slope
Porg into the calculation subroutine 2
A + G + C → A: / / bottom line of the second paragraph of the slope height
H + GK → B / / end of the second paragraph of the slope from the plain from the first pitch
IfT = 2: Then / / into the calculation of the second paragraph of the slope
M → G: N → K: / / the second paragraph of data into a subroutine calculating the slope of the first slope data
Porg
A + M + C → A: / / third paragraph of the slope of the bottom line elevation
B + H + MN → B ; / / end of the third paragraph of the slope from the plain from the first pitch
IfT = 3: Then ; / / enter the calculation of the third paragraph of the slope
I → G: P → K: / / third paragraph of the slope data into a subroutine The first calculation of the slope data
Porg / / fourth paragraph of the slope of the bottom line elevation
B + H + IP → B: / / end of the fourth paragraph from the first paragraph of the slope from the plain from the
IfT = 4: Then / / into the calculation of the fourth paragraph of the slope
R → G: S → K: / / fourth paragraph of the slope data into a routine calculation The first slope data
Porg N 0: ThenC → Z: ; / / right side of the input error
Else-C → Z: IfEnd: / / left input error
Porg / / Calculate the next point coordinates
Show the next point coordinates, the loft
G → X: M → Y: / / input XY coordinates for the next calculation
bli0: ; / / input measuring point elevation
(NA) * K + B-(D + Z) → E: / / calculate the correct error
If E ≤ 0.05: Then / / If the measurement error of 5 cm or less points indicates success
Porg After the success of shows test point error
Prog > CE / (CE) → F: / / by the last The third error is calculated two
If; J = 1: ThenF → Z: / / right side of the input error
Else-F → Z: IfEnd: ; / / left input error
Porg ; / / the next point coordinate calculation
; / / Display the next point coordinates, to stake out
G → X: M → Y: ; / / input XY coordinates for the next calculation
; / / input measuring point elevation
(NA) K + B-(D + Z) → C: / / calculate the correct error
If C ≤ 0.05: Then ; / / If the measurement error of 5 cm or less points indicates success
Porg / / successful, display error of measurement points
Prog / / Return the next main test section
CE / (EC) → F: / / error calculated by the last two third
If; J = 1: ThenF → Z: ; / / right side of the input error
Else-F → Z: IfEnd: / / left input error
Porg / / calculate the next point coordinates
/ / Display the next point coordinates, to stake out
G → X: M → Y: ; / / input XY coordinates for the next calculation
Goto1:
flat part of the database part of the
1 / / flat line selection procedure PM-XL-XZ
U = 1 => Prog ; / / assume that line into the live big line.
U = 2 => Prog ; / / enter Route 2
U = 3 => prog / / into line 3
(PR) / (2HPR) → D: LO → O: OD → D: 1 / P → C:
live large line HUO-DA-XIAN
mileage starting line → A: Line end mileage → B:
II line X2
Three Line X3
2, elevation the database part of the calculation of non-S curve
first interpolation section, left side, when calculating the left margin when the introduction of cross slope is greater than 0, then calculate E =-. 02
elevation, right side, when calculated elevation. then the whole curve is high, or a single circular interpolation segment S curve when the (convention, just take the right side of the line element of cross slope, cross slope on the right calculation, general terms, if calculated on the left to use the I-elevation
Description: The program for the general cross slope of 0.02, according to design changes. input section: L to calculate mileage, N partial difference between left and right symbols for the curves, A is the slope before the slope, B is the slope after slope, E is the radius, F as a starting point cross slope, T until the point of cross slope, K
as a starting point elevation, S is the linear gradient and determine the elements of higher gradient, taking 0 for linear, take one for the higher. V for the general section of ultra-high ease with the whole paragraph into super and ease the segment to determine egg-type elements. Linear general super relaxation segment, type 1, all high and S high to ease the input section 2, showing some: an important agreement, in the whole egg-type curve and the high level relaxation curve into segments, the first cross-slope and cross slope are entered right after.
elevation route selection process GC-XL-XZ
U = 1 => Prog / / into the line height 1
U = 1 => Prog ; / / enter the line height 2
U = 1 => Prog / into the line height 3
One line elevation G1
II line elevation G2
3, the slope part of the increase
One line BP1
wide-line selection procedure JK-XL-XZ
IfU = 1: ThenPorg br> JK1
A widening the database to widen before the mileage, B ending point for the widening distance, C only point of widening the width, D widening trend (from front to back Input 1 Input 2 from the back, all increases Wide Input 3) Z
1 full-width broadening line No. JK1
0 → Z
D = 0: ; / / first set does not widen the section, U = 0, then the calculation results, widening the value 0
IfV = 1 / / widening of the left
IfL ≥ 0 And L ≤ 100: / / 0 broadbanding starting mileage, ending point of 100 miles for the widened section:
Then0 → A: 100 → B: / / mileage before and after the widening, the largest Add width setting
2 → C: 2 → D: IfEnd: / IfEnd: / maximum value of broadening, widening trend in select Settings

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