RISAFoundation - RISA Technologies

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File OperationsFile OperationsYou may create, save, and recall files from the File Menu or from the toolbar buttons just beneath the menu on the RISAToolbar. Importing and exporting other file types may also be accomplished from the File Menu.Starting OffWhen you open the program or start a new model you are presented with the following options: Draw Beams, DrawRetaining Walls, Draw Slabs, Generate a Modeland Go to the File Open DialogThe first group of options is to help you to create a new model by drawing members or plates or by generating with atemplate drawing beams, walls or slabs or by using a template to start your model. The second group of options helps youopen existing files by showing you the most recent files or letting you find the model you want in the Open File Dialog.Creating a New Model• On the RISA toolbar click the New Model button. You will be prompted to 'Save' if you have made changesto the current model that have not yet been saved.Opening an Existing ModelTip1. On the RISA toolbar click the Open File button.2. In the Look In field click the drive, folder, or location that contains the file.3. In the folder list, double-click the folders until you open the folder that contains the file you want.4. Double-click the file you want to open.• To open a model you have used recently, click the File Menu and select from the file names at the bottom of themenu.Saving a New Untitled Model1. On the RISA toolbar click the Save Model button.2. To save the model in a different folder, click a different drive in the Save in field, or double-click a different folder inthe folder list. To save the model in a new folder click the Create New Folder button.3. In the File name field type a name for the document. You can use long, descriptive filenames if you want.4. Click Save.Saving an Existing Model1. On the RISA toolbar click the Save Model button.Automatic BackupRISAFoundation provides an automatic backup system for systematically backing up your model data. The purpose of thissave file is to provide a means for you to recover your data in the event RISAFoundation terminates abnormally. As youwork within RISAFoundation data is stored in a file called "__FNDAUTO.TMP". When you exit the program normally, thisfile is renamed to “__FNDAUTO.BAK”.By default, this automatic save operation takes place every 15 minutes, but you can alter the timing and location with thePreferences option on the Tools Menu.36 RISAFoundation v4
File OperationsIf RISAFoundation does terminate abnormally, the next time you start the program this message will appear:If this message appears and you answer "Yes", the data from the last backup of the previous session will be reloaded. If youanswer "No", the backup data will be deleted and a new backup file will be started.General Reference Manual 37
Page 8: Before You Begin• The amount of s
Page 14 and 15: Application InterfaceDirector MenuI
Page 16 and 17: Application InterfaceNote:4. Click
Page 18 and 19: Application InterfaceDynamic Zoom:
Page 20 and 21: Application InterfaceThe third box
Page 22 and 23: BeamsBeamsRISAFoundation uses a Phy
Page 24 and 25: BeamsThe Use? check boxes next to t
Page 26 and 27: Customizing RISACustomizing RISAFou
Page 28 and 29: Customizing RISADecimal places for
Page 30 and 31: Customizing RISAPreferred orientati
Page 32 and 33: Design OptimizationDesign Optimizat
Page 34 and 35: Design OptimizationThe Spacing Incr
Page 36 and 37: DXF FilesStandoff DistanceEnter the
Page 38 and 39: DXF FilesExporting Pedestal Details
Page 41: DXF FilesThe coordinates for the fi
Page 45 and 46: Footings - ResultsThese parameters
Page 47 and 48: Footings - ResultsIt is important t
Page 49 and 50: Footings - CombinedBecause they are
Page 51 and 52: Footings - ResultsFooting SketchThe
Page 53 and 54: Footings - ResultsTo select the req
Page 55 and 56: Footings - ResultsMnx and Mnz. The
Page 57 and 58: Footings - ResultsThe concrete bear
Page 59 and 60: Footing Stability & OverturningHowe
Page 61 and 62: GenerationGenerationCircular Slab G
Page 63 and 64: Global ParametersSolutionThe entrie
Page 65 and 66: Global Parameters• The 2011, 2008
Page 67 and 68: Graphic DisplayThe Window Toolbar,
Page 69 and 70: Graphic DisplayDepth EffectRight cl
Page 71 and 72: Graphic Display - Plot OptionsCheck
Page 73 and 74: Graphic Display - Plot Options• T
Page 75 and 76: Graphic Display - Plot OptionsOnce
Page 77 and 78: Graphic Display - Plot OptionsYou m
Page 79 and 80: Graphic EditingUndo OperationsRISAF
Page 81 and 82: Graphic EditingProject Grid Generat
Page 83 and 84: Graphic EditingYou may use symbols
Page 85 and 86: Graphic EditingClick Apply to conti
Page 87 and 88: Graphic SelectionGraphic SelectionY
Page 89 and 90: Graphic SelectionThe options are nu
Page 91 and 92: Graphic SelectionSlabs/Soil Regions
Page 93 and 94:
Graphic SelectionSaving SelectionsY
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LoadsLoadsLoads can be defined and
Page 97 and 98:
LoadsModifying LoadsModifying point
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Loads - Load TypesThe first column
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Loads - Load TypesTo Apply Point Lo
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Loads - Load CombinationsCheck the
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Loads - Load CombinationsWhen None
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Material PropertiesMaterial Propert
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PedestalsPedestalsThe Pedestal opti
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Pedestals• To modify more pedesta
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Pedestals - Design ResultsPedestals
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Pedestals - Design ResultsL1 and L2
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Pedestals - Design ResultsPunching
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Piles and Pile CapsPiles and Pile C
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Piles and Pile CapsGeometry TabPile
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Piles and Pile CapsCompare this wit
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Piles and Pile CapsHere we can see
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Pile Caps - DesignN = total number
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Pile Caps - Design• Because we do
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Pile Caps - Design• We are NOT co
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Pile Caps - Designd Calculationd =
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Pile ResultsPile ResultsResults for
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Pile ResultsThe effective depth is
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Pile Cap ResultsPile Cap Steel Rein
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Pile Cap ResultsSketchThe sketch se
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Pile Cap ResultsPile Cap Flexural D
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Pile Cap ResultsPolar Moment - xx a
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PointsPointsPoints are used to defi
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Points - ResultsPoints - ResultsWhe
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PrintingPrinting ReportsThe Report
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PrintingNext, two Scale Factors are
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Results• To go to a certain item
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Retaining Wall DefinitionsFoot Rest
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Retaining Wall DefinitionsToe Depth
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Retaining Wall DefinitionsLocationT
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Retaining Wall DefinitionsGeneral R
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Retaining Wall DefinitionsGeneral R
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Retaining Walls - ModelingThe Use?
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Retaining Walls - ModelingHere we c
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Retaining Walls - Modelinganalyzed/
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Retaining Walls - ModelingFigure 9:
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Retaining Walls - ModelingFigure 13
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Retaining Walls - DesignFigure 1: T
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Retaining Walls - DesignFigure 3: S
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Retaining Walls - DesignResults are
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Retaining Walls - DesignAn alternat
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Retaining Walls - DesignThe left im
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Retaining Walls - ResultsWall and F
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Retaining Walls - Results• The Pr
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Retaining Walls - ResultsGeometry,
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Retaining Walls - ResultsFooting De
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RISAFoundation InteractionRISA-3D W
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RISAFoundation InteractionRISAFound
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SlabsLabelYou may assign a unique l
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Slabs - Design CutsSlabs - Design C
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Slabs - Design Cuts• The program
Page 205 and 206:
Slabs - Design StripsSetting the Wi
Page 207 and 208:
Slabs - Design StripsDesign Strip R
Page 209 and 210:
Slabs - Design StripsThe Bending St
Page 211 and 212:
Slabs - Resultstotal M x moment cou
Page 213 and 214:
Slabs - Overturning and SlidingFor
Page 215 and 216:
SoilsSoilsAssigning Soil Properties
Page 217 and 218:
SoilsSoil Type k s (kcf)Silty Mediu
Page 219 and 220:
SoilsPlotting the Soil Pressure Res
Page 221 and 222:
Spreadsheet OperationsSpreadsheet O
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Spreadsheet OperationsTo Perform Ma
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Spreadsheet OperationsSorting and F
Page 227 and 228:
SupportsTo choose points on the fly
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Supportsonly support is checked. If
Page 231 and 232:
UnitsUnits SpecificationsThe follow
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Warning LogInternal Results Corrupt
Page 235 and 236:
IndexIndexAAmbient Temperature, 141
Page 237 and 238:
IndexSelection, 81Grid, 75Drawing,
Page 239 and 240:
IndexPlates, 204Preferences, 22Tool
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