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The feature resource represents a feature. Through the feature resource, you can get, modify, and delete feature information.

SMID 19
SMUSERID 0
SMAREA 1.521844589174298
SMPERIMETER 4.379502888504926
SMGEOMETRY
LAYER
LIST_ALIAS 桩径140cm
COMPT_CODE T2
LIST_CODE 405-1-1-5
UNIT
ZJBM T2@新港左幅@152246
STAGE 第二阶段
PROJECT_SECTION 圆柱单排桩
PROJECT_POSITION 新港路大桥
PROJECT_QUANTITY 30
元素ID 152246
DGN文件名 新港左幅
MODEL名称 Default-3D
元素类型 CELL_HEADER_ELM
修改时间 2022-08-13 11:29:24
ANALYSISLENGTH
ANGLE
NEWFIELD
NEWFIELD_1
BEAMNO
BEAMTEMPLATE
BEAMVOLUME
BEARINGHEIGHT
BEARINGTRANSVERSEDIS
NEWFIELD_2
NEWFIELD_3
COLOR -1
COVERMEDIUM
DECKNO
DIR
NEWFIELD_4 -1
NEWFIELD_5 Count: 0 IsFixedSize: 1
CLASS 0
描述 Smart Solid
NEWFIELD_6 152246
SIZE_USER 152
TYPE Smart Solid/Surface
ENDPIERNO
ENDPT
ENDSPANHEIGHT
ENTITYFROM
NEWFIELD_7 Count: 0 IsFixedSize: 1
FOOTINGDEPTH
FOOTINGDEPTHGIVEN
GEOMETRICCOMPONENT_SYNCID
GEOMETRYCLASS 0
HPB300 6927.2118011655
HRB400 8312.6541613986
HRB500
IS3DELEMENT True
NEWFIELD_8
ISEMBEDDED False
ISGRAPHICALELEMENT True
ISMODIFY
ISTRANSITIONALPIER
JCMS
LEFTDISBEAMTOBENTCAP
LEFTHALFGAPWIDTH
LENGTH
LEVEL_USER CSBPier
LEVELNO
LINKAGES 2
LINKS Count: 0 IsFixedSize: 1
LOCKED False
MODEL Default-3D
MODIFIED True
NEWFIELD_9 2022-08-13T19:29:24.920
MSTNELEMENTS
NEW_USER False
NEWFIELD_10 7
OBJECTNAME
OBJECTTYPE
OFFSET_USER
OFFSETGIVEN
ORIGIN
PIERHEIGHT
PIERHEIGHTGIVEN
PIERSUFFIX
PIERTYPE
PIVOT_USER
NEWFIELD_11 517411.44829999999,2629608.3143000002,49.905799999999999
NEWFIELD_12 517410.04820000002,2629606.9142,19.9057
RIGHTDISBEAMTOBENTCAP
RIGHTHALFGAPWIDTH
ANGLE_1 -3.0531361867805611
ORIENTATION 1
NEWFIELD_13 0
NEWFIELD_14 0
NEWFIELD_15 -3.0531361867805611
NEWFIELD_16 1
NEWFIELD_17 1
NEWFIELD_18 1
SIDE
SNAPPABLE
STARTPIERNO
STARTPT
STATE 2
STRUCTUREHEIGHT
NEWFIELD_19 2147483647
NEWFIELD_20 135.02565225128936
COMPLEX False
FILLED False
TEMPLATE -1
TOPOFGIRDERTOBOTOFTRACKHEIGHT
TOTALWIDTH
TRANSPARENCY 0
UPHEIGHT
UPHEIGHTGIVEN
VOLUME 46.181412007769985
WEIGHT -1
WIDTH
XATTRIBUTES 10
支座个数
支座型号
构件分类 桥墩桩基
构件名称 圆柱单排桩
构件类型 pierPile
构件编码
砼体积 46.18141200777
砼标号 C30
钢护筒根数
预应力束类型
预应力束重量
BEAMSTRUCTURETYPE
DAREA
DTHICKNESS
DECKNAME
DECKTYPE
LRAMPLITUDE
LRAMPLITUDE_1
NEWDRIVINGRULELINK True
STRBEAMNAME
STRMATERIALS
VOLUME_1 45.65567955071288
VERTEXCOUNT 50
VOLUME_2 45.65567955071288
VERTEXCOUNT_1 50
TOPALTITUDE 49.905736855231225
BOTTOMALTITUDE 19.905736814253032
CENTER_X 114.67080508756757
CENTER_Y 23.768036297784484
BOUNDS_LEFT 114.67079824645175
BOUNDS_RIGHT 114.67081192868339
BOUNDS_TOP 23.768042594009536
BOUNDS_BOTTOM 23.768030001559428
MODELID 19
MINZ 19.905736814253032
MAXZ 49.905736855231225
geometryID 19.0
geometryType REGION
Point2D X 114.67080743621686
Point2D Y 23.768030358677354
Point2D X 114.67080902637159
Point2D Y 23.76803112050581
Point2D X 114.67081034810337
Point2D Y 23.768032235157275
Point2D X 114.67081131133841
Point2D Y 23.768033626670057
Point2D X 114.67081185043372
Point2D Y 23.768035200214896
Point2D X 114.67081192865092
Point2D Y 23.768036848557298
Point2D X 114.67081154065956
Point2D Y 23.768038459365474
Point2D X 114.67081071290066
Point2D Y 23.768039922865487
Point2D X 114.67080950178455
Point2D Y 23.76804113932225
Point2D X 114.67080798984681
Point2D Y 23.768042025836206
Point2D X 114.67080628012351
Point2D Y 23.768042521992903
Point2D X 114.67080448912954
Point2D Y 23.768042593980052
Point2D X 114.67080273891807
Point2D Y 23.768042236891898
Point2D X 114.67080114876322
Point2D Y 23.76804147506337
Point2D X 114.67079982703142
Point2D Y 23.768040360411828
Point2D X 114.67079886379646
Point2D Y 23.768038968898964
Point2D X 114.6707983247013
Point2D Y 23.768037395354092
Point2D X 114.67079824648428
Point2D Y 23.76803574701165
Point2D X 114.67079863447577
Point2D Y 23.76803413620351
Point2D X 114.6707994622348
Point2D Y 23.76803267270356
Point2D X 114.67080067335093
Point2D Y 23.768031456246902
Point2D X 114.6708021852886
Point2D Y 23.768030569732993
Point2D X 114.67080389501174
Point2D Y 23.76803007357637
Point2D X 114.67080568600556
Point2D Y 23.768030001589214
Point2D X 114.67080743621686
Point2D Y 23.768030358677354
PartIndex 0.0 25.0


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