nesc subcommittee 5 changes to the 2017 nesc - ieee-sa · pdf filenew edition of asce 7 ... 52...

Download NESC Subcommittee 5 Changes to the 2017 NESC - IEEE-SA · PDF fileNew Edition of ASCE 7 ... 52 It is recommended that structures having a longitudinal strength capability be provided

If you can't read please download the document

Upload: lexuyen

Post on 06-Feb-2018

217 views

Category:

Documents


0 download

TRANSCRIPT

  • NESC Subcommittee 5Changes to the 2017 NESC

    Joseph Rempe

    18 October 2016

  • Re-format Rule 241.C. At Crossings

    2

    241. Application of grades of construction to different situations

    2012version

  • Re-format Rule 241.C. At Crossings

    3

    241. Application of grades of construction to different situations

    2012version

    2017version

  • Re-format Rule 241.C. At Crossings

    4

    241. Application of grades of construction to different situations

    2012version

    2017version

    SameWords

    EasiertoComprehend

  • Grade N

    5

    CPIntention:

    ChangeGradeNEmergency&Temp

    EliminateGradeNfromTable242-1

  • Grade N

    6

    CPIntention:

    ChangeGradeNEmergency&Temp

    EliminateGradeNfromTable242-1

    FinalModification:

    KeepGradeN

    AddNOTE toRule240.A.General:NOTE: For emergency or temporary installations,

    see Rule 014.

  • Grade Cx

    7

    CPIntention:MakeGradeCatcrossingsanofficialGrade:CallitCx

    ListinSection24-GradesofConstruction

  • Grade Cx

    8

    CPIntention:MakeGradeCatcrossingsanofficialGrade:CallitCx

    ListinSection24-GradesofConstruction

    PotentialModification:EliminateGradeCatcrossings

  • Grade Cx

    9

    CPIntention:MakeGradeCatcrossingsanofficialGrade:CallitCx

    ListinSection24-GradesofConstruction

    PotentialModification:EliminateGradeCatcrossings

    FinalAction:Rejectanychange

  • Revise Table 242-1Grades of Construction Applications

    10

  • Revise Table 242-1Grades of Construction Applications

    11

    CPIntention:Improvelogicallayoutandformat

    Columnssequencefromlowtohighvoltage

    Rowssequencefromlowtohighvoltage

  • 12

    2012Table242-1

  • 13

    2012Table242-1

  • 14

    2017 Table242-1

  • 15

    2017 Table242-1

  • Revise Table 242-1Grades of Construction Applications

    16

    CPIntention:Improvelogicallayoutandformat

    Columnssequencefromlowtohighvoltage

    Rowssequencefromlowtohighvoltage

    FN3reversed;highergradeinthetable

    3 Grade B C construction shall may be used if the supply circuits will not be promptly de-energized, both initially and following subsequent breaker operations, in the event of a contact with lower supply conductors or other grounded objects.

  • Revise Table 242-1Grades of Construction Applications

    17

    CPIntention:Improvelogicallayoutandformat

    Columnssequencefromlowtohighvoltage

    Rowssequencefromlowtohighvoltage

    FN3reversed;highergradeinthetable

    AddFN11 GradeNfordielectricfiber-opticsupplycables

  • Revise Table 242-1Grades of Construction Applications

    18

    CPIntention:Improvelogicallayoutandformat

    Columnssequencefromlowtohighvoltage

    Rowssequencefromlowtohighvoltage

    FN3reversed;highergradeinthetable

    AddFN11 GradeNfordielectricfiber-opticsupplycables

    Meet Rule 230F1b Insulated Comm Cables in Supply Space

    andSupported by effectively grounded messenger

    orBonded at intervals specified in Rule 092C to Supply messengers supporting cable meeting Rule 230C1

  • Revise Table 242-1Grades of Construction Applications

    19

    CPIntention:Improvelogicallayoutandformat

    Columnssequencefromlowtohighvoltage

    Rowssequencefromlowtohighvoltage

    FN3reversed;highergradeinthetable

    AddFN11 GradeNfordielectricfiber-opticsupplycables

    FinalAction:Accept

  • k-factor

    20

    Introducedin1941DistrictLoadswerereduced

    Clearancesbasedonprevioushigherloads

    K-factorapproximatedthesameresultantloadingonthewiretocreatethesamesagsClearancesbasedonsags,nottension

    Resultingincreaseintensionnotintendedforstructuraldesign

    2007NESCaddedDistrictLoadMaptoSec23

  • k-factor

    21

    CPIntention: Setk=0insection25

    Onlyaffectsguyedstructures

    Iftensionssetat%limit,designtensionsincrease -everydaytensionsincrease

    Affectonstructuresconsideredsmall

  • k-factor

    22

    CPIntention: Setk=0insection25

    Onlyaffectsguyedstructures

    Iftensionssetat%limit,designtensionsincrease -everydaytensionsincrease

    Affectonstructuresconsideredsmall

    FinalAction:Reject

    WillcoordinateeffortwithSC4innextcycle

  • Delete Rule 243.C.4

    23

  • Delete Rule 243.C.4

    24

    When communication conductors are required tomeet Grade B or C, only the requirements formechanical strength for these grades are required.

  • Delete Rule 243.C.4

    25

  • Delete Rule 243.C.4

    26

    Two new grades of construction:Undefined Loads + Grade B StrengthUndefined Loads + Grade C Strength

  • Delete Rule 243.C.4

    27

    FinalAction:Accept

  • Rule 250C: Add Wind Return Period

    28

  • Rule 250C: Add Wind Return Period

    29

    NOTE: The commentary to ASCE 7-2005 indicates thatthese wind speeds represent a 50-to-90 year meanrecurrence interval.

  • Rule 250C: Add Wind Return Period

    30

    NOTE: The commentary to ASCE 7-2005 indicates thatthese wind speeds represent a 50-to-90 year meanrecurrence interval.

    FinalAction:Accept

  • Rule 250C: Eliminate 60 ft Exclusion

    31

  • Rule 250C: Eliminate 60 ft Exclusion

    32

    Forgeeht aboutit!!!!

  • Non-linear analysis

    33

    CPIntention:

    Rule250BGradeB IncreaseStrengthFactorwhenusenon-linear

    Rule250BGradeC DecreaseStrengthFactorwhenuselinear

    Rule250C&D .75to.79

  • Non-linear analysis

    34

  • Non-linear analysis

    35

    Intention:Rule250BGradeB IncreaseStrengthFactor

    whenusenon-linear

    Rule250BGradeC DecreaseStrengthFactorwhenuselinear

    Rule250C&D .75to.79

    AsModifiedin2013:Rule250B ReduceLFfornon-linear

    Rule250C&D IncreaseLFforlinear

  • Non-linear analysis

    36

  • Non-linear analysis

    37

  • Non-linear analysis

    38

    Furtheranalysisshowedinconsistenciesintheresultsofapplyingthesevalues.

    -SomeofGradeCrequirementshigherthanGradeB

    -Reducedrequirementsexceedincreased loadduetonon-linear

  • Non-linear analysis

    39

    Furtheranalysisshowedinconsistenciesintheresultsofapplyingthesevalues.

    -SomeofGradeCrequirementshigherthanGradeB

    -Reducedrequirementsexceedincreased loadduetonon-linear

    FinalAction:Reject

  • ClarificationDetermining Gust Response Factor

    40

  • ClarificationDetermining Gust Response Factor

    41

    ClarifiesusingspanlengthtodetermineGRF

    Previouslystatedasdesignwindspan

    FinalAction:Accept

  • Clarify when ice is appliedRule 250D

    42

  • Clarify when ice is appliedRule 250D

    43

    Addiceto:WiresConductorsCablesMessengers

    Donotaddiceto:StructureOthersupportedfacilities

  • Clarify when ice is appliedRule 250D

    44

    Addiceto:WiresConductorsCablesMessengers

    Donotaddiceto:StructureOthersupportedfacilities

    FinalAction:Accept

  • New ASCE ReferenceExtreme Wind Map Figures 250-2

    45

  • New ASCE ReferenceExtreme Wind Map Figures 250-2

    46

    2012NESC

    2017NESC

    ASCE7-05MinimumDesignLoadsforBuildingsandOtherStructures

    ASCE74-10GuidelinesforElectricalTransmissionLineStructuralLoading

  • New ASCE ReferenceExtreme Wind Map Figures 250-2

    47

    SameMap

    NewlyrevisedASCEstandard

    2012NESC

    2017NESC

    ASCE7-05MinimumDesignLoadsforBuildingsandOtherStructures

    ASCE74-10GuidelinesforElectricalTransmissionLineStructuralLoading

    FinalAction:Accept

  • New ASCE ReferenceExtreme Ice Map Figures 250-3

    48

  • New ASCE ReferenceExtreme Ice Map Figures 250-3

    49

    2012NESC

    2017NESC

    ASCE7-05MinimumDesignLoadsforBuildingsandOtherStructures

    ASCE7-10MinimumDesignLoadsforBuildingsandOtherStructures

  • New ASCE ReferenceExtreme Ice Map Figures 250-3

    50

    2012NESC

    2017NESC

    ASCE7-05MinimumDesignLoadsforBuildingsandOtherStructures

    ASCE7-10MinimumDesignLoadsforBuildingsandOtherStructures

    SameMap

    NewEditionofASCE7

    FinalAction:Accept

  • Longitudinal Capability Rule 252.C.6

    51

  • Longitudinal Capability Rule 252.C.6

    52

    It is recommended that structures having a longitudinal strength capability be provided at reasonable intervals along the line.

  • Longitudinal Capability Rule 252.C.6

    53

    LongitudinalcapabilityrecommendationmovedtheissuetoaRECOMMENDATION

    FinalAction:Accept

  • Aeolian Vibration Rule 261H.1.b

    54

  • Aeolian Vibration Rule 261H.1.b

    55

  • Aeolian Vibration Rule 261H.1.b

    56

    FinalAction:Accept

  • Aeolian Vibration Rule 261H.1.b

    57

    FinalAction:Accept

  • Insulators New Rating System

    58

    OldLinePostratings:

    Ratingequaltoaverage

    Lowestnolessthan85%ofaverage

    NewLinePostratings:

    Rating=Minimumofallinsulators

  • Insulators New Rating System

    59

    OldTransmissionSuspensionratings:

    1.2standarddeviations

    NewTransmissionSuspensionratings:

    3.0standarddeviations

  • Exception AddedInsulator Factory Tests Rule 274

    60

  • Exception AddedInsulator Factory Tests Rule 274

    61

    EXCEPTION:

    Guyinsulatorsmanufacturedperdesigns

    forwhichvalidationtestshavebeenperformed

    and

    avalidqualityassurancep