Hilti Interactive/Hilti Interactive.iso/hfs/HAP_LANG.ENG

Text File | 1997-09-08 | 23KB | 682 lines

_TYP: HIDU-CC
_VER: 2.01
_LNG: English
_EXT: ENG
_CNT: 673
! --- editing of text starts below this line -------------------------
   1: About
   2: HAP
   3: Version 2.1
   4: 9. September 1997
   5: U.S. Release
   6: CAUTION!
   7:
   8: Please note that at the current level of technology, the possibility of errors in computer
   9: programs cannot be completely ruled out. This program cannot take the specific
  10: circumstances of each individual case into account. The Hilti Corporation therefore accepts
  11: no liability for errors in calculations made using this software. The user of the program
  12: must check the underlying details of the calculations. Calculation results must be checked
  13: for plausibility on the basis of the data in technical documentation
  14: (Hilti Fastening Technology Manual).
  15:
  16: The user carries the responsibility for installations based on results obtained with the
  17: assistance of this program!
  18: Calculation Info
  19: Select your favorite anchors with their properties like
  20: protection against corrosion, size or your preferred
  21: Anchor type
  22: Status Info
  23: leave window, save changes
  24: &OK
  25: leave window without changes
  26: &Cancel
  27: display explanation in help
  28: click to select, doubleclick to choose anchor
  29: select all anchors
  30: select &all
  31: no anchor selected
  32: &unselect all
  33: select the dimensions for the actual anchor
  34: Anchor size
  35: if checked, use only selected sizes, otherwise use all sizes
  36: only &selected sizes
  37: choose only anchors which are protected
  38: Protection against corrosion
  39: if checked, use only anchors with stainless steel
  40: stainless steel
  41: set &all dimensions
  42: &clear all dimension
  43: &next anchor
  44: &previous anchor
  45: Edit concrete data
  46: Use this window for inserting your values for the
  47: concrete compressive strength, zone, thickness and
  48: other options depending on your calculation method.
  49: &Geometry...
  50: set the concrete compressive strength
  51: Concrete
  52: tensile zone / cracked concrete
  53: if uncracked concrete is used, splitting MUST be calculated!
  54: calculate splitting failure
  55: Compressive strength
  56: click to select concrete class
  57: set value for thickness (optional)
  58: Thickness of base material
  59: Number out of range
  60: depth of embedment (optional)
  61: Depth of embedment
  62: Factor
  63: depth
  64: edge reinforcement
  65: Edge reinforcement
  66: no edge reinforcement
  67: none
  68: straight reinforcement (╪ >= 12mm)
  69: straight
  70: straight and close-mesh reinforcement
  71: straight and close-mesh stirrup type
  72: reinforcement
  73: Reinforcement
  74: close reinforcement (s <= 15 cm)
  75: close reinforcement
  76: Geometry
  77: This window allows you to select the number of anchors
  78: and the geometrical dimension from your fastening problem
  79: &OK
  80: show explanation in help
  81: click on button to select number of anchors
  82: Number of anchors / Positioning
  83: distance in x- and y- direction
  84: Distance between anchors
  85: insert length and width of anchor plate
  86: Anchor plate
  87: if used, insert distance to concrete edge
  88: Edge distance
  89: stand-off fastening is used
  90: click to use stand-off fastening
  91: stand-off
  92: click to add neighbor anchors
  93: Neighbors
  94: use stand-off fastening and close
  95: &use
  96: close stand-off without changes
  97: c&lose
  98: dont't use stand-off fastening, close
  99: do&n't use
 100: use neighbors and close
 101: dont't use neighbors, close
 102: close neighbors without changes
 103: &Place
 104: Li&st
 105: click on tab
 106: &Distance
 107: &Restraint
 108: clamped to concrete
 109: insert distance like displayed in picture
 110: click right mouse button to set the display
 111: show &2D
 112: show &3D
 113: &stand-off fastening
 114: Anchor selection for Germany
 115: Currently selected calculation method
 116: unknown
 117: Anchor selection
 118: Germany has 3 calculation modules to choose from:
 119: Kappa, DIBt 6/93 and ETAG Annex C
 120: An anchor is only available for one calculation module
 121: click selects Kappa calculation module
 122: click selects DIBt calculation module
 123: click selects ETAG calculation module
 124: Calculation Results
 125: Anchor preview
 126: Position
 127: arrangement of anchors
 128: View the Results from your calculation
 129: leave window, return to main window
 130: &Back...
 131: print values for selected anchor
 132: &Print
 133: show print preview, zoom and print
 134: Pre&view
 135: if checked, show only valid anchors, otherwise show all anchors
 136: Show only valid anchor
 137: click to view the specific part of the result
 138: &Tension
 139: &Shear
 140: &Bending
 141: &Interaction
 142: Setting &Details
 143: &Failure reason
 144: click right mouse button to get the menu
 145: Actual anchor is not valid! For more information see Failure reason!
 146: tension
 147: individual anchor
 148: anchor group
 149: shear
 150: fixture with lever arm
 151: Lever arm
 152: Factor for fixture
 153: steel failure
 154: design value
 155: check
 156: pullout failure
 157: concrete cone failure
 158: splitting failure
 159: concrete pryout failure
 160: concrete edge failure x
 161: concrete edge failure y
 162: displays setting details
 163: setting details and tools
 164: width across flats
 165: min. setting depth
 166: more details see packaging!
 167: anchor length
 168: Recommended Hilti Drill bit
 169: Recommended Hilti Rotary Hammer Drill
 170: Setting Details
 171: diameter of clearance hole
 172: displays a short description of failure reason
 173: Failure Reason
 174: click in a line to get suggestion
 175: displays suggestion how to remove the failure reason
 176: Suggestion
 177: warning
 178: a longitudinal reinforcement should be provided along the edge of the member!
 179: (See ETAG Annex C  5.2.2.6: Splitting failure due to loading)
 180: click on anchor to see specific values
 181: &prev. anchor
 182: next &valid anchor
 183: pr&ev. valid anchor
 184: only &valid anchors
 185: &all anchors
 186: Print Preview
 187: Anchor fastening design for
 188: As per
 189: Results for
 190: Tension Load
 191: Steel failure
 192: Pullout failure
 193: under these conditions the anchor will not fulfill the requirements and may not be used!
 194: Combined tension and shear load
 195: &Result
 196: displays setting tools for selected anchor
 197: Setting Tools
 198: &Setting Details
 199: HAP Print Preview
 200: F rec.
 201: Depth embedment
 202: F rec. Steel
 203: Influence concrete
 204: Influence depth
 205: Influence edge dist.
 206: Influence spacing fA
 207: total influence
 208: F rec. Tension
 209: F rec. Shear
 210: Setting depth
 211: min. Setting depth
 212: Influence edge fRV
 213: Influence edge fRN
 214: F red.
 215: Red. Edge
 216: Red. spacing
 217: Results
 218: Loads
 219: This window allows you to insert the values for
 220: loads and moments from your fastening problem.
 221: Please check the directions of force and moment!
 222: Insert value of tensile load (see INFO)
 223: Tensile loading
 224: design values
 225: Insert value of shear load (see INFO)
 226: Shear force
 227: Insert value of bending moments (see INFO)
 228: Bending moment
 229: Insert value of torque (see INFO)
 230: Torque
 231: the blue arrow shows direction of positive value
 232: set slotted holes at top
 233: set slotted holes at bottom
 234: set slotted holes at left
 235: set slotted holes at right
 236: display view in 2D
 237: display view in 3D
 238: Show 3D with &Loads...
 239: displays geometric data as 3D with loads and moments
 240: Calculation Method
 241: Select a calculation method for your country.
 242: Please check if all data responds to your
 243: national guidelines.
 244: Country
 245: International
 246: United States
 247: France
 248: Germany
 249: click to select method
 250: Caution!
 251:
 252: After changing the design method, some already given data
 253: may be invalid.
 254: So please verify all data after changing!
 255:
 256: The program tries to hold as much data as possible.
 257: set this method for default for new projects
 258: Save as Default
 259: after starting a new Project, you have to choose the calculation method
 260: Show all possible anchors by new Project
 261: part fastened
 262: Insert the dimension of the part and some options.
 263: If you like to see if a given anchor plate is valid,
 264: check the test thickness of the anchor plate
 265: do you want to check the thickness of your anchor plate?
 266: Thickness of anchor plate is given
 267: thickness of anchor plate should be at least
 268: this is the default value
 269: ignore thickness
 270: calculate the thickness
 271: calculate thickness
 272: check if given thickness is enough
 273: thickness is given
 274: enter given thickness, check if enough
 275: set the dimensions of your fastended part
 276: Dimension of fastened part
 277: anchor plate  fu:
 278: insert tensile strength for anchor plate
 279: thickness of anchor plate should be at least
 280: Project data
 281: Project Info
 282: Insert the values for your project data.
 283: This data appears in the printout, the values may
 284: be served between different Hilti Programs
 285: insert project name
 286: Project
 287: List No.
 288: Quotation
 289: name of current project
 290: No Name
 291: insert list no.
 292: insert quotation
 293: insert customer and object data
 294: Customer
 295: Street
 296: City, State
 297: Phone
 298: Object
 299: insert customer no.
 300: customer name
 301: customer street
 302: customer city
 303: customer phone
 304: object name
 305: object street
 306: object city
 307: object phone
 308: insert detailed description
 309: Project description
 310: Responsible
 311: insert a short project description
 312: date of project creation
 313: name
 314: responsible
 315: Program Settings
 316: Select your favorite dimensions and units. Please check if
 317: in your country only metric values are allowed!
 318: For Printout, HAP supports only A4 and Letter page size!
 319: &Dimensions
 320: &Geometry
 321: &Printer
 322: &Form
 323: &Language
 324: Newton
 325: Kilo Newton (default)
 326: lbs
 327: Kilo Newtonmeter (default)
 328: ft-lb
 329: Concrete compressive strength
 330: same as MPa
 331: PSI
 332: Conversion table
 333: Force
 334: Pressure
 335: building site
 336: millimeter
 337: centimeter
 338: inch
 339: steel construction
 340: Linear
 341: Diameter conversion
 342: Hard metric
 343: Soft metric
 344: Printer
 345: the name of your default printer
 346: use your default printer
 347: Default Printer
 348: select another printer from your environment
 349: use other printer
 350: use this selected printer as the default printer
 351: Save As Default Printer
 352: Settings
 353: Paper Size
 354: Paper Source
 355: Orientation
 356: select paper size, HAP supports A4 and Letter
 357: select paper source
 358: select paper orientation
 359: Portrait
 360: Landscape
 361: make your change the printer default
 362: Save To Printer's Defaults
 363: use this settings for printing with HAP
 364: Save To HAP Defaults
 365: displays the print dialog (Printer select)
 366: Print Dialog
 367: displays the printer setup dialog
 368: Printer Setup
 369: if checked, use default settings, otherwise your current selection
 370: use HAP default settings
 371: Printer form
 372: Line
 373: enter your private printer heading
 374: Hilti Corporation
 375: FL-9494 Schaan
 376: International Version
 377: HAP v2.1
 378: June 1997
 379: Caution!
 380: Please look always, if the printout is ok.
 381: Look if there are no truncated lines.
 382: printout uses 3D (Non proportional)
 383: Geometric Overview in 3D
 384: Language
 385: English
 386: Deutsch
 387: Francais
 388: Espanol
 389: Please note, that after pressing the
 390: "OK" button, no changes take effect.
 391:
 392: To use the new language settings,
 393: you have to restart this program
 394: INFO
 395:
 396: If you want to use more languages for this
 397: program, please contact your local
 398: Hilti salesman.
 399: Only English, German and French are supported
 400: by the programmers at Hilti TechZ.
 401:
 402: after setting, you have to restart HAP to change the language
 403: set to HAP default language
 404: Caution!
 405: This Version of HAP seems to be out of date!
 406: Please contact your local Hilti Organization
 407: for a newer Version of HAP!
 408: Open existing Project|
 409: Save current Project|
 410: Exit HAP | Bye! Hope to see you again!
 411: New Project|
 412: Start calculation|
 413: set Project data, calculation method, etc...
 414: Project name
 415: Name
 416: Date of current project
 417: open project file
 418: select the anchors and their dimension
 419: values changed, need input
 420: set concrete compression strength, depth of embedment, etc...
 421: set geometric data
 422: click opens window for part fastened
 423: needed input for part fastened
 424: set loads and moments
 425: &File
 426: &New
 427: Create new Project
 428: &Open...
 429: Open HAP 2.1 Project
 430: &Save...
 431: Save actual Project
 432: &Exit
 433: Exit HAP 2.1
 434: &Edit
 435: &Concrete...
 436: &Anchor...
 437: Edit anchor data
 438: Edit geometric data
 439: &Loads...
 440: Edit data for loads, moments and slotted holes
 441: Pa&rt fastened...
 442: Edit data for anchor plate
 443: &Project description...
 444: Edit data for current Project (Customer, Place, ...)
 445: &Calculate!
 446: Start calculation
 447: &Options
 448: &Fastening design process...
 449: Select a valid design process for your country
 450: &Settings...
 451: Set geometric dimension, force and moment unit, ...
 452: &Help
 453: &Contents
 454: &Terminology
 455: Application &Guide...
 456: Select anchors which are well suited for your application
 457: &About HAP...
 458: Show Information about HAP 2.1
 459: HAP 2.1 (*.HDU)|*.HDU|All Files(*.*)|*.*
 460: Show &2D
 461: displays geometric data in 2 Dimensions (PROPORTIONAL)
 462: Show &3D
 463: displays geometric data in 3 Dimensions (NONPROPORTIONAL)
 464: Save current Project?
 465: Compressive class
 466: Compression zone / uncracked concrete
 467: Single Anchor
 468: Stand-off fastening used
 469: I think this is NOT a HAP 2.1 Project Format?!
 470: Do you think this is a HAP 2.1 Project Format?!
 471: Error reading Project
 472: can not read old Project Format!
 473: new Project Format ( > 2.1) not supported!
 474: invalid warning message
 475: maximum 4 anchors at the edge
 476: edge distance to small
 477: anchor distance to small
 478: concrete width to small
 479: concrete depth to small
 480: anchor system only for non cracked concrete
 481: inadmissible combination of spacing and edge distance
 482: anchors not suitable for the thickness of the anchor plate
 483: distance anchor position to the edge of the anchor plate is to small
 484: anchor not valid for thickness of anchor plate
 485: choosen thickness of anchor plate not enough
 486: concrete pressure is to high
 487: thickness of anchor plate succeeds
 488: try recalculation without increased depth of embedment
 489: non cracked concrete not allowed
 490: steel failure due to axial tension
 491: concrete failure due to axial tension
 492: eccentricity due to axial tension is not in the anchor region
 493: splitting failure under tension
 494: steel failure due to shear load
 495: concrete failure due to shear load
 496: combined load failure (steel)
 497: eccentricity due to shear load is not in the anchor region
 498: combined load failure (concrete)
 499: fastening near edge under torque
 500: bending failure
 501: bending and axial tension failure
 502: edge failure in x-direction
 503: edge failure in y-direction
 504: axial tension to high
 505: shear load in x-direction to high (5.2.3.3)
 506: shear load in y-direction to high (5.2.3.3)
 507: shear load to high
 508: combined load to high
 509: minimum edge distance not kept
 510: minimum anchor spacing not kept
 511: load of the anchorage is too high
 512: number of anchors not valid
 513: shear load to high due to edge distance
 514: bending load to high
 515: not stainless
 516: compressive strength of concrete to small
 517: this dimension is not defined for this anchor system
 518: anchor failure due stand-off fastening
 519: normal setting depth better than with depth of embedment
 520: embedment depth less than min. embedment depth
 521: thickness fastened to high
 522: setting depth reduced to standard setting depth
 523: setting depth reduced to max. setting depth
 524: combined loading > 1
 525: Unknown Warning Number!
 526: Data and results must be checked for agreement with the actual existing conditions and for plausibility!
 527: Hilti is a registered Trademark of Hilti AG, Schaan
 528: Customer No.
 529: Resp.
 530: Location
 531: Page
 532: List No.
 533: Date
 534: of
 535: Positioning
 536: Anchoring plate
 537: Tensile strength fu
 538: Thickness of anchor plate ignored
 539: Thickness of anchor plate calculated
 540: Thickness of anchor plate was given
 541: Part fastened
 542: Anchor
 543: Anchor in slotted hole
 544: Tensile Load
 545: Shear Load
 546: Torsion
 547: Moments
 548: Compressive strength
 549: Tensile zone / cracked concrete
 550: Specified depth of embedment
 551: factor depth of embedment
 552: straight edge reinforcement (╪ >= 12mm)
 553: straight and close-mesh stirrup-type edge reinforcement (╪ >= 12mm)
 554: no reinforcement
 555: Stand-off fastening
 556: distance
 557: Recommended Rotary Hammer
 558: Recommended Hilti Drill Bit
 559: Width across flats
 560: more details for
 561: drill bit diameter
 562: hole depth
 563: max. fixture thickness
 564: thread length
 565: tightening torque
 566: min. concrete thickness
 567: clearance hole diameter
 568: Moment
 569: F rec
 570: Effective anchorage depth
 571: Outside diameter of anchor
 572: Edge distance of tensile resistance of single anchor
 573: Spacing of tensile resistance of single anchor
 574: Edge distance of tensile resistance of splitting
 575: Spacing of tensile resistance of splitting
 576: Effective length of anchor under shear load
 577: Design value of tension load
 578: Design value of anchor group
 579: Characteristic value for one anchor
 580: Partial safety factor
 581: Design value of resistance
 582: Check
 583: Initial value of the anchor resistance
 584: Actual area of concrete cone
 585: Reference area of concrete cone
 586: Factor for disturbance of stressed distribution
 587: Shell spalling factor
 588: Eccentricity of the resulting tensile load
 589: Factors for eccentrical loading
 590: Factors for the position of the anchorage
 591: Characteristic value for the anchor group
 592: Splitting failure due to anchor installation
 593: Minimum allowable edge distance
 594: Minimum allowable spacing
 595: Minimum thickness of concrete member
 596: Splitting failure due to loading
 597: Factor for actual member depth
 598: Splitting failure does not occur, because the edge distance in all directions is
 599: and the member depth is
 600: or
 601: Splitting failure does not occur, because the following two conditions are fulfilled:
 602: a reinforcement is present which limits the crack width to wk ~ 0.3 mm
 603: the characteristic resistance for concrete cone failure and pullout failure
 604: are calculated for cracked concrete
 605: Design value of shear in x
 606: Design value of shear in y
 607: Resulting design value of shear
 608: Steel failure without lever arm
 609: Steel failure with lever arm
 610: characteristic bending resistance
 611: Concrete pryout failure
 612: Factor for short stiff anchors
 613: Check x-direction
 614: Check y-direction
 615: Concrete cone failure
 616: Factor for load direction
 617: Eccentricity of the resulting shear load
 618: no restraint
 619: full restraint
 620: Anchor type
 621: &Loads
 622: Factor for member thickness
! --- Print Preview ------------
 623: Initializing
 624: Paginating Page
 625: Cancel
 626: Print Job:
 627: Page:
 628: Page
 629: Zoom
 630: Displays the Current Zoom Level (100% = normal)
 631: Paginating Page
 632: Displays Help for the object beneath the mouse
 633: Selects the Zoom Tool to zoom in or out
 634: Selects the Hand Tool to pan across the Page
 635: Display One page at a time
 636: Display Two pages side by side
 637: &Next
 638: Advance to Next Page in Document
 639: Pre&v
 640: Move to Previous Page in Document
 641: Zoom &In
 642: Zoom In on the page
 643: Zoom &Out
 644: Zoom Out of the page
 645: &Close
 646: Close the Print Preview window
 647: Displays the Current Page of the Document
 648: Displays Help for the object beneath the mouse
 649: Go to First Page in Document
 650: Move to Previous Page in Document
 651: Advance to Next Page in Document
 652: Go to Last Page in Document
 653: Go to Page by Page Number
 654: Page View.  With Zoom Tool, left or right click to zoom in/out.
 655: &Print
 656: Print the Current Document
 657: Print Status
 658: Go to Page Number
 659: Cancel
 660: Not enough values for drawing!
 661: thickness of anchor plate
 662: Setting Depth in Fractions
 663: displays a fraction instead of a floating point value
 664: &Yes
 665: &No
 666: If you use stand-off fastening, you can't use Moments!  Use stand-off?
 667: for
 668: design values
 669: warning description
 670: is not fulfilled!
 671: minimum member depth
 672: Partial safety factors?!
 673:
! --- END of Language Text ---------------------------------------