TYPE='CRI FILE' VERSION='89' UNITS='US' SOURCE='PLS-CADD Version 15.58' USER='Power Line Systems, Inc.' FILENAME='C:\Users\Public\Documents\PLS\PLS_CADD\examples\projects\Website Criteria (Revised)\go95-default_grade_b-2014criteria.CRI' 1 ; m_iStringingDataWindDir I ; m_cStringingDataCondition 60 Deg F ; weather 20 'GO95 Heavy Loading 43.1' 0 0.00256 6 0.5 0 57 0 1 0 0 1 'None' '1' '1' 'GO95 Light Loading 43.2' 0 0.00256 8 0 0 0 25 1 25 25 1 'None' '1' '1' 'Extreme Ice' 0 0.00256 0 0.5 0 57 30 1 30 30 1 'None' '1' '1' 'Cold Uplift' 0 0.00256 0 0 0 0 -20 1 -20 -20 1 'None' '1' '1' 'Maximum Operating' 0 0.00256 0 0 0 0 212 1 90 212 1 'None' '1' '1' 'No Wind (SWING 1)' 0 0.00256 0 0 0 0 60 1 60 60 1 'None' '1' '1' 'Moderate Wind (SWING 2)' 0 0.00256 6 0 0 0 32 1 32 32 1 'None' '1' '1' 'Moderate Wind (SWING 3)' 0 0.00256 6 0 0 0 60 1 60 60 1 'None' '1' '1' 'High Wind (SWING 4)' 0 0.00256 20.736 0 0 0 60 1 60 60 1 'None' '1' '1' 'GALLOPING (SWING)' 0 0.00256 2 0.5 0 57 32 1 32 32 1 'None' '1' '1' 'GALLOPING (SAG)' 0 0.00256 0 0.5 0 57 32 1 32 32 1 'None' '1' '1' '-20 Deg F' 0 0.00256 0 0 0 0 -20 1 -20 -20 1 'None' '1' '1' '0 Deg F' 0 0.00256 0 0 0 0 0 1 0 0 1 'None' '1' '1' '30 Deg F' 0 0.00256 0 0 0 0 30 1 30 30 1 'None' '1' '1' '32 Deg F 1/2 Inch Ice' 0 0.00256 0 0.5 0 57 32 1 32 32 1 'None' '1' '1' '60 Deg F' 0 0.00256 0 0 0 0 60 1 60 60 1 'None' '1' '1' '90 Deg F' 0 0.00256 0 0 0 0 90 1 90 90 1 'None' '1' '1' '120 Deg F' 0 0.00256 0 0 0 0 120 1 90 120 1 'None' '1' '1' '167 Deg F' 0 0.00256 0 0 0 0 167 1 90 167 1 'None' '1' '1' '212 Deg F' 0 0.00256 0 0 0 0 212 1 90 212 1 'None' '1' '1' ; cable_tension1 3 I 50 'GO95 Heavy Loading 43.1' 0 0 '' I 50 'GO95 Light Loading 43.2' 0 0 '' I 35 '60 Deg F' 0 0 '' ; autosag1 3 I 50 'GO95 Heavy Loading 43.1' 0 0 '' I 50 'GO95 Light Loading 43.2' 0 0 '' I 35 '60 Deg F' 0 0 '' ; struct_wgtspan 3 I 'GO95 Light Loading 43.2' I 'Cold Uplift' I 'GO95 Heavy Loading 43.1' ; struct_wndwgtspan_report 6 I 'GO95 Heavy Loading 43.1' C 'GO95 Heavy Loading 43.1' I 'GO95 Light Loading 43.2' C 'GO95 Light Loading 43.2' I '212 Deg F' C '212 Deg F' 20 ; Groups 'All' 'Built in group that all structures belong to' 1 0 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Has DE' 'At least one dead end set on structure' 1 0 1 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'No DE' 'No dead end sets on structure' 1 0 2 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'All sets DE' 'All sets on structure are dead end' 1 0 3 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Not all sets DE' 'At least one set on structure is not dead end' 1 0 4 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Angle' 'Structure near nonzero line angle' 1 0 0 2 0 0 0 0 0 59 0.100584 0 0 0 0 0 0 0 0 0 0 '' 0 'PLS-POLE' 'PLS-POLE created structure' 1 1 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'PLS-POLE has DE' 'PLS-POLE created structure with at least one dead end set' 1 1 1 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'PLS-POLE no DE' 'PLS-POLE created structure without any dead end sets' 1 1 2 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'PLS-POLE angle' 'PLS-POLE created structure near nonzero line angle' 1 1 0 2 0 0 0 0 0 59 0.100584 0 0 0 0 0 0 0 0 0 0 '' 0 'TOWER' 'TOWER created structure' 1 2 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'TOWER has DE' 'TOWER created structure with at least one dead end set' 1 2 1 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'TOWER no DE' 'TOWER created structure without any dead end sets' 1 2 2 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'TOWER angle' 'TOWER created structure near nonzero line angle' 1 2 0 2 0 0 0 0 0 59 0.100584 0 0 0 0 0 0 0 0 0 0 '' 0 'Grade B Heavy' 'Grade B Heavy Loading Group' 1 0 0 0 0 0 0 2 0 59 0.1 0 0 0 0 0 0 0 0 0 0 'Grade B Light', 'Grade C Heavy', 'Grade C Light', 'Grade A Heavy', 'Grade A Light' 0 'Grade B Light' 'Grade B Light Loading Group' 1 0 0 0 0 1 0 2 0 59 0.1 0 0 0 0 -3048 914.4 0 0 0 0 'Grade C Heavy', 'Grade C Light', 'Grade A Heavy', 'Grade A Light' 0 'Grade C Heavy' 'Grade C Heavy Loading Group' 0 0 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Grade C Light' 'Grade C Light Loading Group' 0 0 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Grade A Heavy' 'Grade A Heavy Loading Group' 0 0 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 'Grade A Light' 'Grade A Light Loading Group' 0 0 0 0 0 0 0 0 0 59 0.1 0 0 0 0 0 0 0 0 0 0 '' 0 ; struct_loads 12 I 0 0.000000 1 1 1 1 0.66 0.25 0.55 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade A NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade A Heavy I 1 0.000000 1 1 1 1 0.66 0.25 0.55 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade A NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade A Heavy I 0 0.000000 1 1 1 1 0.66 0.25 0.55 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade A NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade A Light I 1 0.000000 1 1 1 1 0.66 0.25 0.55 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade A NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade A Light I 0 0.000000 1 1 1 1 0.8 0.33 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade B NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade B Heavy I 1 0.000000 1 1 1 1 0.8 0.33 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade B NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade B Heavy I 0 0.000000 1 1 1 1 0.8 0.33 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade B NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade B Light I 1 0.000000 1 1 1 1 0.8 0.33 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade B NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade B Light I 0 0.000000 1 1 1 1 0.8 0.5 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade C NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade C Heavy I 1 0.000000 1 1 1 1 0.8 0.5 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Heavy Loading 43.1' 'GO95 Heavy Loading 43.1 - Grade C NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade C Heavy I 0 0.000000 1 1 1 1 0.8 0.5 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade C NA+' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade C Light I 1 0.000000 1 1 1 1 0.8 0.5 0.66 0 0 0.5 0.5 0.5 1 1 0 'GO95 Light Loading 43.2' 'GO95 Light Loading 43.2 - Grade C NA-' 1 0 0 'Wind on Face' 0 0 '' -1 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 '' 0 0 1 ; Number of groups Grade C Light ; struct_interact 3 I 'GO95 Light Loading 43.2' I 'Cold Uplift' I 'GO95 Heavy Loading 43.1' ; vertical_clear 5 M 'GO95 Heavy Loading 43.1' M 'GO95 Light Loading 43.2' M '212 Deg F' M '167 Deg F' I 'Cold Uplift' ; phase_clear 2 C 'Maximum Operating' C 'Maximum Operating' ; m_wcoInsulSwing 4 C 'No Wind (SWING 1)' I 'Moderate Wind (SWING 2)' C 'Moderate Wind (SWING 3)' C 'High Wind (SWING 4)' ; m_wcoUplift 4 C 'No Wind (SWING 1)' I 'Moderate Wind (SWING 2)' C 'Moderate Wind (SWING 3)' C 'High Wind (SWING 4)' ; DepartureAngle 2 M 'GO95 Heavy Loading 43.1' M 'GO95 Light Loading 43.2' '60 Deg F' ; Weather Case for Final After Creep ; WC for final after load 2 'GO95 Heavy Loading 43.1' 'GO95 Light Loading 43.2' 0 ; old_global_section_display 'Maximum Operating' ; Global Display Weather Case C ; old_global_section_display_condition 0 ; old_global_section_color 1 ; m_iDrawClearanceLineCenterAndSideProf 0 ; clearance_voltage 0 ; old_draw_all_phases C ; asce_terrain_type 1 ; use_actual_max_tension 1 ; true_weight_span 48 3791 Typical 2012 General Order No. 95 Criteria File for PLS-CADD Created December 4th, 2014 Version 13.20 Includes changes from the February 5, 2014 Decision No. 14-02-015 <> Assumed GO95 Heavy Loading 43.1 weather case per clause 43.1 in Secion IV Assumed GO95 Light Loading 43.2 weather case per clause 43.2 in Secion IV <> For loading the two weather cases above are used. Conductor temperature in the weather case is used for the calculation of the sag and its effect on the structure loads due to weight span. If another temperature should be used for the effect of sag on structure loads due to weight span as stated in clause 43.1 and 43.2 then you can consider including an extra vertical load factor in your Structure Loads. Wind pressure in the weather case is for cylindrical surfaces. To increase the wind pressure for the flat surfaces an appropriate drag coefficient should be used in the PLS-POLE and TOWER structures for flat surface members. There are three grades of construction considered for the structure loads. Grades "A", "B", and "C" loading are included in the Structure Loads Table Grade "B" is the default loads applied to every structure unless overridden through structure groups manually to be Grade "A" or Grade "C". See section 7.3.12.9 of the PLS-CADD manual for the use and application of Structure Groups The GO95 Heavy Loading Structure Group automatically applies the GO95 Heavy Loading to all structures whose elevation exceeds 3000 feet above sea level per clause 43.1 in Section IV Minimum Safety Factors shown in Table 4 of Section IV are applied as strength factors to the materials in the Structure Loads Criteria. For example a Safety Factor of 2 is taken as a strength factor of .5 for the material in question. Insulators Strength Factor is 1 and any safety factor should be applied to the structure inputs for the working load on the structure. Any hardware constraints that are weaker than the insulator should be taken into account in structure models to account for the weaker link of the hardware in the insulator assembly. See Table 4 in Section IV for a list of Safety Factors that are applied as strength factors for other materials. Strength Factor for concrete poles assumed for prestressed or post-tensioned concrete. Braces assume the same .5 strength factor as the crossarms. <> Per Appendix C the criteria file includes the not to exceed tension of 35% of ultimate strength of the conductor at 60F, no wind and the 50% of the ultimate strength of the conductor under the maximum loading conditions specified for Light and Heavy Loadings in Rule 43 as stated in section (a) The Light and Heavy Loadgings are also used for the calculation of Stretch due to Load in the Criteria/ Creep-Stretch table. This should be verified by the engineer of record. POWER LINE SYSTEMS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OF THE CONTENT HEREIN OR RESULTS OBTAINED FROM ITS USE ON ANY PROJECT. THIS FILE IS PROVIDED FOR ILLUSTRATION ONLY. CRITERIA SHOULD BE CHECKED AND MODIFIED AS NECESSARY BY THE AN ENGINEER IN RESPONSIBLE CHARGE, FAMILIAR WITH THE GO 95 AND LOCAL REQUIREMENTS OF THE AREA IN WHICH THE PROJECT IS LOCATED, AND ITS APPLICATION. ENGINEER OF RECORD MUST VERIFY ALL WEATHER PARAMETERS FOR THEIR APPLICABLE REGION. ENGINEER OF RECORD MUST VERIFY MAXIMUM OPERATING CONDITION FOR THEIR APPLICABLE PROJECT ENGINEER OF RECORD MUST VERIFY CONDITIONS AND FACTORS USED FOR INSULATOR STRENGTH CHECKS ENGINEER OF RECORD MUST ADD ANY ADDITIONAL CRITERIA THAT MAY BE REQUIRED BEYOND THE GO95 ENGINEER OF RECORD MUST REMOVE THIS DISCLAIMER AND MODIFY ALL NOTES ABOVE AS APPLICABLE WHEN ASSUMING CHARGE OF THIS CRITERIA CC 1 0 'GALLOPING (SWING)' 'GALLOPING (SAG)' ;galloping 0 0 3 1.000000 0 0.000000 0.000000 0.000000 ; galloping 0 ; m_iOuterStrandsCompression ; cExportSapsSagsecLoads 0 0 ; iBogus 0 ; iBogus 0 ; dBogus 0 ; dBogus 0 ; dBogus 2 ; iSapsLevel 0 ; rgdStiffness[i][j] 0 ; rgdStiffness[i][j] 0 ; rgdStiffness[i][j] 0 ; rgdStiffness[i][j] 0 ; rgdStiffness[i][j] 0 ; rgdStiffness[i][j] 0 ; iNoL4Towers 0 ; iNoL4Symetrical 0 ; iStrippedL4Towers 0 ; iNoL3Towers 15.55555556 ; m_dDefaultWireTemp I ; m_cDefaultWireCondition 6.894737931e+10 ; m_dACSRMaxCompressiveStress 2 ; m_iUKNNATerrainType 1 ; m_dUKNNAReliabilityLevelPartialFactor 1 ; m_dUKNNAShapeFactor 0 ; m_iUKNNAComputeGRFForInsulator 2 ; m_iEN50341_2_9_2015_TerrainType 1 ; m_dEN50341_2_9_2015_IceShapeFactor 1 ; m_dEN50341_2_9_2015_ReliabilityLevelPartialFactor 1 ; m_iEN50341_2_9_2015_DesignApproach 10000 ; m_dEN50341_2_9_2015_HighAltitudeThreshold 0.1 ; m_dSAPSWindPower 10.0584 ; m_dSAPSWindRefHeight 2 ; m_iCenelecTerrainType 0 ; m_iCenelecOverrideZ0 0 ; m_dCenelecZ0Override 0 ; m_iCenelecLimitLm 0 ; m_dCenelecMaxLm 0 ; m_iCenelecGcOption 0 ; m_iCenelecCicOption 1 ; m_dCenelecCic B ; m_cIECTerrainType 1 ; m_dIECIcedDragCoeff 0 ; m_iIECApplyWindOnIce 0 ; m_iSectionSortOrder 100 ; m_dTPNZSecLenForLite 2 ; m_dTPNZTerrainType 1 ; m_dTPNZIcedDragCoeff 1 ; m_dTPNZWindPressureUnitAction 0 ; m_iSagTenReportFE -1.111111111 ; m_dStringChartTempStart 21.11111111 ; m_dStringChartTempStop 5.555555556 ; m_dStringChartTempInc I ; m_cStringChartCondition 0 ; m_iStringChartIncludeConcentratedLoads 3 ; m_nStringChartWaves 1 ; m_dCB1IcedDragCoeff 1 ; m_iCBTerrainTypeAndRegion 1 ; m_iStrLoadsReportIncCri 0 ; m_iStrLoadsReportIncSpanLoads 1 ; m_iStrLoadsReportIncStructLoads 0 ; m_iStrLoadsReportIncMoments 1 ; m_iStrLoadsReportIncWind 1 ; m_iStrLoadsReportIncJntLbl 0 ; m_iStrLoadsReportIncSetPhase 800 ; m_iStrLoadsReportPicWidth 800 ; m_iStrLoadsReportPicHeight 1 ; m_iStrLoadsReportIncWires 0 ; m_iStrLoadsReportIncStructLoadsCondensed 0 ; m_iStatnettLoadsReport 0 ; m_iStrLoadsReportIncGroups -1 ; m_iStrCommentForWireWindVelFactor -1 ; m_iStrCommentForWireIceLoadFactor -1 ; m_iStrCommentForStrWindVelFactor 0 ; m_iStrLoadsReportIncDebug -1 ; m_iStrCommentForWireIceThickFactor A ; m_cRussiaTerrainCategory 1.6 ; m_dRussiaStructureGRF ; Load Train 0 0 ; m_iLoadTrainPositionRestriction 0 ; m_dClearanceLineVerticalBuffer 1 ; m_iDrawClearanceLineSpikes 0 ; iLowestWireOnly ; Wire Clearance Line 0 1 ; m_iDisplayProfWireClearLine 1 ; m_iDisplayPlanWireClearLine 1 ; m_iDisplayPPProfWireClearLine 1 ; m_iDisplayPPPlanWireClearLine ; EN50341-3-9:2001 UK NNA, EN50341-2-9:2015 UK NNA and EN50341-2-9:2017 UK NNA Minimum and Maximum Ice Thickness Limits 0 1 ; m_iClearWindRamp ; tree_clear 5 M 'GO95 Heavy Loading 43.1' M 'GO95 Light Loading 43.2' M '212 Deg F' M '167 Deg F' I 'Cold Uplift' 1 ; iTreeGrowIn 1 ; iTreeFall 0 ; iTreeDbg 1 ; iTreeReportGraphics 0 ; iTreeMarkerSagLine 0 ; iTreeMarkerWirePoints 0 ; iTreeMarkerPointsConsidered 0 ; iTreeRadial 0 ; iTreeReportDest 2 ; iTreeReportViolationsOnly 300 10 ; dTreeRootBallRadius 0 ; dTreeReqFallClear 3.048 ; dTreeMaxHorizSepForGround 16711935 ; &rgbTreeFall 65535 ; &rgbTreeFallInvalidGround 255 ; &rgbTreeGrow 0 ; m_iStatnettEnableBundleIceFactor 5 ; m_dStatnettBundleMinIceLoad 25 ; m_dStatnettBundleMaxIceLoad 1 ; m_dStatnettBundleMinIceLoadFactor 0.6 ; m_dStatnettBundleMaxIceLoadFactor 0 ; m_iClearRadialCheck 0 ; m_iClearReportType 0 ; m_iClearReportItemizeByWC 0 ; m_dMaxOffsetFromWire 0 ; m_dClearTinMaxWireOffset 0 ; m_dClearCenterlineStationInterval 0 ; m_dClearTinStationInterval 0 ; project->criteria.m_iDrawWireMarkersInClearanceCommands 0 ; m_iClearOutlineViolationTriangles 1 ; m_iClearReportGraphicsInReport 0 ; m_iClearReportViolationsOnlyInReport 0 ; m_iClearWireTin 0 ; m_cClearanceDialogSettings.m_iClearSagLine1 0 ; m_cClearanceDialogSettings.m_iClearClearBox 2 ; m_cClearanceDialogSettings.m_emtViolationMarkers 0 ; m_cClearanceDialogSettings.m_iWirePoints 0 ; m_cClearanceDialogSettings.m_iClearPosConsidered 1 ; m_iASNZS70002010TerrainTypeAndRegion 1 ; m_dASNZS70002010IcedDragCoeff 100 ; m_dASNZS70002010SecLenForLite 1 ; m_bApplyNescConstantToEachIndependentWireAsPer2012 1 ; m_dREE_RDD_223_2008_InsulWindPressureFactor 1 ; m_iSapsModelChainedInsulatorsL2L3 1 ; m_iSapsModelJumpers 'C' 0 300 3 10 1 1 1 1 1 1 0 0 2 ; rating parms 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 400 1 0 300 400 1 0 0.1745329252 ; m_dAngleIncrementeLCWD_360 0 ; m_sldSectionLoadDistribution 0 ; m_iUKNNAWindAdjustWithHeightVersion 1 ; m_eIS802TerrainCategory 1.2 ; m_dIS802GroundWireDragCoeff 0 ; m_dIS802TemperatureForHeightAdjust 0 ; m_iIS802HeightMode 0 ; m_iCSAIceGroundWireMode 1 ; m_dCSAIceGroundWireFactor 1.3 ; m_dCSAIceSpatialFactor 1.15 ; m_dCSAIceHeightFactor 0 ; m_iCSAWantConductorSpecificAfterLoadWC 0 ; m_iIsecTerrainType 1 ; m_iSapsModelEnableL3L4SpanLimit 2 ; m_iSapsModelL3L4Spans 0 ; m_iCentroidWorksite 0 ; m_iCentroidCreateMarkers 0 ; m_iCentroidMinClearToWirLabel -1 ; m_iCentroidFC 1 ; m_iCentroidZOption 0 ; m_iCentroidCreateVegTin 0 ; m_iCentroidSaveVegTin 4.572 ; m_dCentroidMaxSep 0 ; m_dCentroidMaxDelta 0 ; m_iCentroidCreatePerimeter 0 ; m_iCentroidExportVegTin 1 1