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Fixes ALS017 (IVS-282) #328

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merged 5 commits into from
Feb 1, 2025
Merged

Fixes ALS017 (IVS-282) #328

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73045b7
fixes continuity calculations for segments on vertical and cant align…
civilx64 Dec 2, 2024
2ddd245
bump ifcos version; correct the data in unit test file
civilx64 Dec 4, 2024
273f8e9
use correct values for calculating end gradient
civilx64 Dec 9, 2024
5beff83
Merge branch 'development' into fix/IVS-282-ALS017
civilx64 Jan 26, 2025
3f65633
refactor geometry calculations and update IFC test files.
civilx64 Jan 26, 2025
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2 changes: 1 addition & 1 deletion .github/workflows/ci.yml
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Original file line number Diff line number Diff line change
Expand Up @@ -33,7 +33,7 @@ jobs:
- name: Install dependencies
run: |
pip install behave pytest tabulate pyparsing sqlalchemy numpy pydantic pydot sqlalchemy_utils django python-dotenv deprecated pandas pyspellchecker rtree lark-parser networkx mpmath
wget -O /tmp/ifcopenshell_python.zip https://s3.amazonaws.com/ifcopenshell-builds/ifcopenshell-python-`python3 -c 'import sys;print("".join(map(str, sys.version_info[0:2])))'`-v0.8.1-1d27161-linux64.zip
wget -O /tmp/ifcopenshell_python.zip https://s3.amazonaws.com/ifcopenshell-builds/ifcopenshell-python-`python3 -c 'import sys;print("".join(map(str, sys.version_info[0:2])))'`-v0.8.1-c49ca69-linux64.zip
mkdir -p `python3 -c 'import site; print(site.getusersitepackages())'`
unzip -d `python3 -c 'import site; print(site.getusersitepackages())'` /tmp/ifcopenshell_python.zip
- name: Lint with flake8
Expand Down
38 changes: 17 additions & 21 deletions features/steps/utils/geometry.py
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Original file line number Diff line number Diff line change
Expand Up @@ -158,10 +158,10 @@ def evaluate_segment(segment: ifcopenshell.entity_instance, dist_along: float) -
:param dist_along: The distance along this segment at the point of interest (point to be calculated)
"""
s = ifcos_geom.settings()
pwf = wrapper.map_shape(s, segment.wrapped_data)
pwf_evaluator = wrapper.piecewise_function_evaluator(pwf, s)
seg_function = wrapper.map_shape(s, segment.wrapped_data)
seg_evaluator = wrapper.function_item_evaluator(s, seg_function)

segment_trans_mtx = pwf_evaluator.evaluate(dist_along)
segment_trans_mtx = seg_evaluator.evaluate(dist_along)

return np.array(segment_trans_mtx, dtype=np.float64).T

Expand Down Expand Up @@ -189,23 +189,20 @@ class AlignmentSegmentContinuityCalculation:
current_start_direction: float = None
current_start_gradient: float = None

def _calculate_positions(self) -> None:
def _get_u_at_end(self):
"""
Get the value of u corresponding to the end of the previous segment
"""
s = ifcos_geom.settings()
seg_function = wrapper.map_shape(s, self.previous_segment.wrapped_data)

u = abs(self.previous_segment.SegmentLength.wrappedValue) * self.length_unit_scale_factor
# for linear segments on vertical alignments (IfcGradientCurve) and cant alignments (IfcSegmentedReferenceCurve)
# we need to project the total segment length to the x-axis, i.e. the "distance along" axis
if self.previous_segment.ParentCurve.is_a().upper() == "IFCLINE":
if (self.previous_segment.UsingCurves[0].is_a().upper() == "IFCGRADIENTCURVE" ) or (
self.previous_segment.UsingCurves[0].is_a().upper() == "IFCSEGMENTEDREFERENCECURVE"):
# ensure direction ratios have been normalized
x_comp, y_comp = self.previous_segment.Placement.RefDirection.DirectionRatios
divisor = math.sqrt(x_comp ** 2 + y_comp ** 2)
x_comp /= divisor
y_comp /= divisor
# adjust u so that it is based on the total "distance along" of the segment,
# not the total length of the segment (which includes an additional amount for the change in elevation)
u *= x_comp
prev_end_transform = evaluate_segment(segment=self.previous_segment, dist_along=u)
u = seg_function.length() / self.length_unit_scale_factor

# adjust from model units to SI units for ifcopenshell calc
return u * self.length_unit_scale_factor

def _calculate_positions(self) -> None:
prev_end_transform = evaluate_segment(segment=self.previous_segment, dist_along=self._get_u_at_end())
current_start_transform = evaluate_segment(segment=self.segment_to_analyze, dist_along=0.0)

e0 = prev_end_transform[3][0] / self.length_unit_scale_factor
Expand All @@ -217,8 +214,7 @@ def _calculate_positions(self) -> None:
self.current_start_point = (s0, s1)

def _calculate_directions(self) -> None:
u = abs(float(self.previous_segment.SegmentLength.wrappedValue)) * self.length_unit_scale_factor
prev_end_transform = evaluate_segment(segment=self.previous_segment, dist_along=u)
prev_end_transform = evaluate_segment(segment=self.previous_segment, dist_along=self._get_u_at_end())
current_start_transform = evaluate_segment(segment=self.segment_to_analyze, dist_along=0.0)

prev_i = prev_end_transform[0][0]
Expand Down
14 changes: 7 additions & 7 deletions test/files/als017/fail-als017-scenario02-imperial_break_in_direction_angle.ifc
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Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -19,7 +19,7 @@ DATA;
#12=IFCDIRECTION((0.,0.,1.));
#13=IFCDIRECTION((1.,0.,0.));
#14=IFCAXIS2PLACEMENT3D(#11,#12,#13);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-02,#14,$);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-04,#14,$);
#16=IFCGEOMETRICREPRESENTATIONSUBCONTEXT('Axis','Model',*,*,*,*,#15,$,.MODEL_VIEW.,$);
#17=IFCCARTESIANPOINT((0.,0.,0.));
#18=IFCAXIS2PLACEMENT3D(#17,$,$);
Expand Down Expand Up @@ -124,7 +124,7 @@ DATA;
#117=IFCLINE(#114,#116);
#118=IFCDIRECTION((0.999846863274572,0.0175));
#119=IFCAXIS2PLACEMENT2D(#104,#118);
#120=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#119,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.),#117);
#120=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#119,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.1837359),#117);
#121=IFCALIGNMENTVERTICALSEGMENT($,$,0.,1200.,100.,0.0175,0.0175,$,.CONSTANTGRADIENT.);
#122=IFCALIGNMENTSEGMENT('0XlKtmjWP31vWH3pMFVFZ0',$,$,$,$,#19,#225,#121);
#123=IFCCARTESIANPOINT((0.,0.));
Expand All @@ -142,7 +142,7 @@ DATA;
#135=IFCLINE(#132,#134);
#136=IFCDIRECTION((0.999949998749938,-0.01));
#137=IFCAXIS2PLACEMENT2D(#106,#136);
#138=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#137,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.),#135);
#138=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#137,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.0799980),#135);
#139=IFCALIGNMENTVERTICALSEGMENT($,$,2800.,1600.,127.,-0.01,-0.01,$,.CONSTANTGRADIENT.);
#140=IFCALIGNMENTSEGMENT('3L5Oy3T4b7WhE4BOy1vRNB',$,$,$,$,#19,#229,#139);
#141=IFCCARTESIANPOINT((0.,0.));
Expand All @@ -160,7 +160,7 @@ DATA;
#153=IFCLINE(#150,#152);
#154=IFCDIRECTION((0.999799979995999,0.02));
#155=IFCAXIS2PLACEMENT2D(#108,#154);
#156=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#155,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.),#153);
#156=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#155,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.1599870),#153);
#157=IFCALIGNMENTVERTICALSEGMENT($,$,5600.,800.,117.,0.02,0.02,$,.CONSTANTGRADIENT.);
#158=IFCALIGNMENTSEGMENT('1CTHPAShTEheZJuik5XMM7',$,$,$,$,#19,#233,#157);
#159=IFCCARTESIANPOINT((0.,0.));
Expand All @@ -178,7 +178,7 @@ DATA;
#171=IFCLINE(#168,#170);
#172=IFCDIRECTION((0.999799979995999,-0.02));
#173=IFCAXIS2PLACEMENT2D(#110,#172);
#174=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#173,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1000.),#171);
#174=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#173,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1000.1999800),#171);
#175=IFCALIGNMENTVERTICALSEGMENT($,$,8400.,1000.,133.,-0.02,-0.02,$,.CONSTANTGRADIENT.);
#176=IFCALIGNMENTSEGMENT('0QLhiodhHADRBlFR0cDN18',$,$,$,$,#19,#237,#175);
#177=IFCCARTESIANPOINT((0.,0.));
Expand All @@ -196,14 +196,14 @@ DATA;
#189=IFCLINE(#186,#188);
#190=IFCDIRECTION((0.999987499921874,-0.005));
#191=IFCAXIS2PLACEMENT2D(#112,#190);
#192=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#191,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(2600.),#189);
#192=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#191,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(2600.0324998),#189);
#193=IFCALIGNMENTVERTICALSEGMENT($,$,10200.,2600.,103.,-0.005,-0.005,$,.CONSTANTGRADIENT.);
#194=IFCALIGNMENTSEGMENT('1i9TFEUQb2Wfq8uoDmHMoN',$,$,$,$,#19,#241,#193);
#195=IFCCARTESIANPOINT((0.,0.));
#196=IFCDIRECTION((1.,0.));
#197=IFCVECTOR(#196,1.);
#198=IFCLINE(#195,#197);
#199=IFCDIRECTION((0.999987499921874,-0.005));
#199=IFCDIRECTION((1.,0.));
#200=IFCAXIS2PLACEMENT2D(#113,#199);
#201=IFCCURVESEGMENT(.DISCONTINUOUS.,#200,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(0.),#198);
#202=IFCALIGNMENTVERTICALSEGMENT($,$,12800.,0.,90.,-0.005,-0.005,$,.CONSTANTGRADIENT.);
Expand Down
30 changes: 15 additions & 15 deletions test/files/als017/pass-als017-scenario01-imperial_continuous.ifc
View file
Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -19,7 +19,7 @@ DATA;
#12=IFCDIRECTION((0.,0.,1.));
#13=IFCDIRECTION((1.,0.,0.));
#14=IFCAXIS2PLACEMENT3D(#11,#12,#13);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-01,#14,$);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-05,#14,$);
#16=IFCGEOMETRICREPRESENTATIONSUBCONTEXT('Axis','Model',*,*,*,*,#15,$,.MODEL_VIEW.,$);
#17=IFCCARTESIANPOINT((0.,0.,0.));
#18=IFCAXIS2PLACEMENT3D(#17,$,$);
Expand Down Expand Up @@ -122,7 +122,7 @@ DATA;
#115=IFCDIRECTION((1.,0.));
#116=IFCVECTOR(#115,1.);
#117=IFCLINE(#114,#116);
#118=IFCDIRECTION((2000.,35.));
#118=IFCDIRECTION((0.999846910161925,0.01749732092783369));
#119=IFCAXIS2PLACEMENT2D(#104,#118);
#120=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#119,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.18373593),#117);
#121=IFCALIGNMENTVERTICALSEGMENT($,$,0.,1200.,100.,0.0175,0.0175,$,.CONSTANTGRADIENT.);
Expand All @@ -131,16 +131,16 @@ DATA;
#124=IFCDIRECTION((1.,0.));
#125=IFCAXIS2PLACEMENT2D(#123,#124);
#126=IFCPOLYNOMIALCURVE(#125,(0.,1.),(121.,0.0175,-8.59375E-06),$);
#127=IFCDIRECTION((2000.,35.));
#127=IFCDIRECTION((0.999846910161925, 0.01749732092783369));
#128=IFCAXIS2PLACEMENT2D(#105,#127);
#129=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#128,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.),#126);
#129=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#128,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.0616641341207),#126);
#130=IFCALIGNMENTVERTICALSEGMENT($,$,1200.,1600.,121.,0.0175,-0.01,-58181.8181818182,.PARABOLICARC.);
#131=IFCALIGNMENTSEGMENT('2hO3vvQE5AdeS5Eme$f7QL',$,$,$,$,#19,#227,#130);
#132=IFCCARTESIANPOINT((0.,0.));
#133=IFCDIRECTION((1.,0.));
#134=IFCVECTOR(#133,1.);
#135=IFCLINE(#132,#134);
#136=IFCDIRECTION((3000.,-30.0));
#136=IFCDIRECTION((0.9999500037496875,-0.009999500037496875));
#137=IFCAXIS2PLACEMENT2D(#106,#136);
#138=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#137,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.079998),#135);
#139=IFCALIGNMENTVERTICALSEGMENT($,$,2800.,1600.,127.,-0.01,-0.01,$,.CONSTANTGRADIENT.);
Expand All @@ -149,16 +149,16 @@ DATA;
#142=IFCDIRECTION((1.,0.));
#143=IFCAXIS2PLACEMENT2D(#141,#142);
#144=IFCPOLYNOMIALCURVE(#143,(0.,1.),(111.,-0.01,1.25E-05),$);
#145=IFCDIRECTION((3000.,-30.0));
#145=IFCDIRECTION((0.9999500037496875,-0.009999500037496875));
#146=IFCAXIS2PLACEMENT2D(#107,#145);
#147=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#146,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.),#144);
#147=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#146,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.0599967004605),#144);
#148=IFCALIGNMENTVERTICALSEGMENT($,$,4400.,1200.,111.,-0.01,0.02,40000.,.PARABOLICARC.);
#149=IFCALIGNMENTSEGMENT('1PoEOI_HrBQupTSE4S8eo9',$,$,$,$,#19,#231,#148);
#150=IFCCARTESIANPOINT((0.,0.));
#151=IFCDIRECTION((1.,0.));
#152=IFCVECTOR(#151,1.);
#153=IFCLINE(#150,#152);
#154=IFCDIRECTION((2400.,48.));
#154=IFCDIRECTION((0.999800059980007,0.01999600119960014));
#155=IFCAXIS2PLACEMENT2D(#108,#154);
#156=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#155,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.159984003),#153);
#157=IFCALIGNMENTVERTICALSEGMENT($,$,5600.,800.,117.,0.02,0.02,$,.CONSTANTGRADIENT.);
Expand All @@ -167,16 +167,16 @@ DATA;
#160=IFCDIRECTION((1.,0.));
#161=IFCAXIS2PLACEMENT2D(#159,#160);
#162=IFCPOLYNOMIALCURVE(#161,(0.,1.),(133.,0.02,-1.E-05),$);
#163=IFCDIRECTION((2400.,48.));
#163=IFCDIRECTION((0.999800059980007,0.01999600119960014));
#164=IFCAXIS2PLACEMENT2D(#109,#163);
#165=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#164,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(2000.),#162);
#165=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#164,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(2000.1333253344758),#162);
#166=IFCALIGNMENTVERTICALSEGMENT($,$,6400.,2000.,133.,0.02,-0.02,-50000.,.PARABOLICARC.);
#167=IFCALIGNMENTSEGMENT('2oM9hedcr8FQ1BmLfJrmq0',$,$,$,$,#19,#235,#166);
#168=IFCCARTESIANPOINT((0.,0.));
#169=IFCDIRECTION((1.,0.));
#170=IFCVECTOR(#169,1.);
#171=IFCLINE(#168,#170);
#172=IFCDIRECTION((2400.,-48.));
#172=IFCDIRECTION((0.999800059980007,-0.01999600119960014));
#173=IFCAXIS2PLACEMENT2D(#110,#172);
#174=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#173,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1000.19998),#171);
#175=IFCALIGNMENTVERTICALSEGMENT($,$,8400.,1000.,133.,-0.02,-0.02,$,.CONSTANTGRADIENT.);
Expand All @@ -185,16 +185,16 @@ DATA;
#178=IFCDIRECTION((1.,0.));
#179=IFCAXIS2PLACEMENT2D(#177,#178);
#180=IFCPOLYNOMIALCURVE(#179,(0.,1.),(113.,-0.02,9.375E-06),$);
#181=IFCDIRECTION((2400.,-48.));
#181=IFCDIRECTION((0.999800059980007, -0.01999600119960014));
#182=IFCAXIS2PLACEMENT2D(#111,#181);
#183=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#182,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.),#180);
#183=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#182,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.0699957381095),#180);
#184=IFCALIGNMENTVERTICALSEGMENT($,$,9400.,800.,113.,-0.02,-0.005,53333.3333333333,.PARABOLICARC.);
#185=IFCALIGNMENTSEGMENT('3SsqC72Jf8quv1zyfESK3_',$,$,$,$,#19,#239,#184);
#186=IFCCARTESIANPOINT((0.,0.));
#187=IFCDIRECTION((1.,0.));
#188=IFCVECTOR(#187,1.);
#189=IFCLINE(#186,#188);
#190=IFCDIRECTION((3000.,-15.));
#190=IFCDIRECTION((0.99998750023437,-0.00499993750117185));
#191=IFCAXIS2PLACEMENT2D(#112,#190);
#192=IFCCURVESEGMENT(.CONTSAMEGRADIENT.,#191,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(2600.0324998),#189);
#193=IFCALIGNMENTVERTICALSEGMENT($,$,10200.,2600.,103.,-0.005,-0.005,$,.CONSTANTGRADIENT.);
Expand All @@ -203,7 +203,7 @@ DATA;
#196=IFCDIRECTION((1.,0.));
#197=IFCVECTOR(#196,1.);
#198=IFCLINE(#195,#197);
#199=IFCDIRECTION((3000.,-15.));
#199=IFCDIRECTION((0.99998750023437,-0.00499993750117185));
#200=IFCAXIS2PLACEMENT2D(#113,#199);
#201=IFCCURVESEGMENT(.DISCONTINUOUS.,#200,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(0.),#198);
#202=IFCALIGNMENTVERTICALSEGMENT($,$,12800.,0.,90.,-0.005,-0.005,$,.CONSTANTGRADIENT.);
Expand Down
30 changes: 15 additions & 15 deletions test/files/als017/pass-als017-scenario02-imperial_not_applicable.ifc
View file
Open in desktop
Original file line number Diff line number Diff line change
Expand Up @@ -19,7 +19,7 @@ DATA;
#12=IFCDIRECTION((0.,0.,1.));
#13=IFCDIRECTION((1.,0.,0.));
#14=IFCAXIS2PLACEMENT3D(#11,#12,#13);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-02,#14,$);
#15=IFCGEOMETRICREPRESENTATIONCONTEXT($,'Model',3,1.E-05,#14,$);
#16=IFCGEOMETRICREPRESENTATIONSUBCONTEXT('Axis','Model',*,*,*,*,#15,$,.MODEL_VIEW.,$);
#17=IFCCARTESIANPOINT((0.,0.,0.));
#18=IFCAXIS2PLACEMENT3D(#17,$,$);
Expand Down Expand Up @@ -122,7 +122,7 @@ DATA;
#115=IFCDIRECTION((1.,0.));
#116=IFCVECTOR(#115,1.);
#117=IFCLINE(#114,#116);
#118=IFCDIRECTION((0.999846863274572,0.01749732012));
#118=IFCDIRECTION((0.999846910161925, 0.01749732092783369));
#119=IFCAXIS2PLACEMENT2D(#104,#118);
#120=IFCCURVESEGMENT(.CONTINUOUS.,#119,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.18373593),#117);
#121=IFCALIGNMENTVERTICALSEGMENT($,$,0.,1200.,100.,0.0175,0.0175,$,.CONSTANTGRADIENT.);
Expand All @@ -131,16 +131,16 @@ DATA;
#124=IFCDIRECTION((1.,0.));
#125=IFCAXIS2PLACEMENT2D(#123,#124);
#126=IFCPOLYNOMIALCURVE(#125,(0.,1.),(121.,0.0175,-8.59375E-06),$);
#127=IFCDIRECTION((0.999846863274572,0.01749732012));
#127=IFCDIRECTION((0.999846910161925, 0.01749732092783369));
#128=IFCAXIS2PLACEMENT2D(#105,#127);
#129=IFCCURVESEGMENT(.CONTINUOUS.,#128,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.),#126);
#129=IFCCURVESEGMENT(.CONTINUOUS.,#128,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.0616641341207),#126);
#130=IFCALIGNMENTVERTICALSEGMENT($,$,1200.,1600.,121.,0.0175,-0.01,-58181.8181818182,.PARABOLICARC.);
#131=IFCALIGNMENTSEGMENT('2hO3vvQE5AdeS5Eme$f7QL',$,$,$,$,#19,#227,#130);
#132=IFCCARTESIANPOINT((0.,0.));
#133=IFCDIRECTION((1.,0.));
#134=IFCVECTOR(#133,1.);
#135=IFCLINE(#132,#134);
#136=IFCDIRECTION((0.999949998749938,-0.009999499987));
#136=IFCDIRECTION((0.9999500037496875,-0.009999500037496875));
#137=IFCAXIS2PLACEMENT2D(#106,#136);
#138=IFCCURVESEGMENT(.CONTINUOUS.,#137,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1600.079998),#135);
#139=IFCALIGNMENTVERTICALSEGMENT($,$,2800.,1600.,127.,-0.01,-0.01,$,.CONSTANTGRADIENT.);
Expand All @@ -149,16 +149,16 @@ DATA;
#142=IFCDIRECTION((1.,0.));
#143=IFCAXIS2PLACEMENT2D(#141,#142);
#144=IFCPOLYNOMIALCURVE(#143,(0.,1.),(111.,-0.01,1.25E-05),$);
#145=IFCDIRECTION((0.999949998749938,-0.009999499987));
#145=IFCDIRECTION((0.9999500037496875,-0.009999500037496875));
#146=IFCAXIS2PLACEMENT2D(#107,#145);
#147=IFCCURVESEGMENT(.CONTINUOUS.,#146,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.),#144);
#147=IFCCURVESEGMENT(.CONTINUOUS.,#146,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(1200.0599967004605),#144);
#148=IFCALIGNMENTVERTICALSEGMENT($,$,4400.,1200.,111.,-0.01,0.02,40000.,.PARABOLICARC.);
#149=IFCALIGNMENTSEGMENT('1PoEOI_HrBQupTSE4S8eo9',$,$,$,$,#19,#231,#148);
#150=IFCCARTESIANPOINT((0.,0.));
#151=IFCDIRECTION((0.999799979995999,0.01999599960));
#152=IFCVECTOR(#151,1.);
#153=IFCLINE(#150,#152);
#154=IFCDIRECTION((0.999799979995999,0.01999599960));
#154=IFCDIRECTION((0.999800059980007,0.01999600119960014));
#155=IFCAXIS2PLACEMENT2D(#108,#154);
#156=IFCCURVESEGMENT(.CONTINUOUS.,#155,IFCLENGTHMEASURE(0.),IFCLENGTHMEASURE(800.159984003),#153);
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Expand All @@ -167,16 +167,16 @@ DATA;
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Expand All @@ -185,16 +185,16 @@ DATA;
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Expand All @@ -203,7 +203,7 @@ DATA;
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