RISAFoundation - RISA Technologies

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Customizing RISADecimal places for data entry fields – Sets the number of decimal places to display in the data spreadsheets with amaximum of four places.Default prefix for POINT labels – Sets the default prefix to be used in point labels.Default prefix for BEAM labels – Sets the default prefix to be used in beam labels.Default prefix for PLATE labels – Sets the default prefix to be used in plate labels.Default prefix for SLAB labels - Sets the default prefix to be used in slab labels.Default prefix for SOIL REGION labels - Sets the default prefix to be used in soil region labels.Default prefix for AREA Load labels - Sets the default prefix to be used in area load labels.Default prefix for Design Strip labels- Sets the default prefix to be used in design strip labels.Default prefix for Design Cut labels - Sets the default prefix to be used in design cut labels.Default prefix for Retaining Wall labels - Sets the default prefix to be used in retaining wall labels.Solution and Results PreferencesRISAFoundation can provide a warning when clearing results. To use bigger or smaller fonts in the results spreadsheets youmay adjust the row heights. You may also specify the number of decimal places that are displayed. The number of figuresdisplayed may not be the actual number. Behind the scenes RISAFoundation maintains numbers to numerous decimal places.Always warn before clearing results? – Verifies that results are to be cleared to edit the model.For additional advice on this topic, please see the RISA News website: www.risanews.com. Type in Search keywords: Sumof Reactions.Row height for Results Browsers – Sets the row height and font size for results spreadsheets.Decimal Places – Sets the number of decimal places to display in the results spreadsheets with a maximum of four places.Rotation Limits – Shows 0 for the rotation when smaller than this value.Batch Results Display - The results of a batch solution may be grouped by load combination or by item. For example youcan group results for all members under each particular load combination or you can group results from each combination22 RISAFoundation v4
Customizing RISAunder a particular member. The setting here is merely a preference. Once you have solved a model you can switch back andforth using the Results Menu.Saving Results – These options let you control what is done with the results when saving a file.Font PreferencesThe font preferences are straightforward. They can be used to adjust the fonts used by the spreadsheets, results browsers, andgraphics. The font changes will affect both the on-screen displayed data and the printed data. The exceptions to this are thespreadsheet and browser fonts which may be changed for on-screen display but are hard-wired for printing purposes.If the font data has be set to some unusual settings, then the user can click the Reset All Fonts to Program Defaults buttonto restore the fonts to what is normally expected for the RISA program.Printing PreferencesThe printing preferences are straightforward. See Printing for more information.General Reference Manual 23
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 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 and 42: DXF FilesThe coordinates for the fi
Page 43 and 44: File OperationsIf RISAFoundation do
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
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Graphic EditingUndo OperationsRISAF
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Graphic EditingProject Grid Generat
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Graphic EditingYou may use symbols
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Graphic EditingClick Apply to conti
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Graphic SelectionGraphic SelectionY
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Graphic SelectionThe options are nu
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Graphic SelectionSlabs/Soil Regions
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Graphic SelectionSaving SelectionsY
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LoadsLoadsLoads can be defined and
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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
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Slabs - Design StripsSetting the Wi
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Slabs - Design StripsDesign Strip R
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Slabs - Design StripsThe Bending St
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Slabs - Resultstotal M x moment cou
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Slabs - Overturning and SlidingFor
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SoilsSoilsAssigning Soil Properties
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SoilsSoil Type k s (kcf)Silty Mediu
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SoilsPlotting the Soil Pressure Res
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Spreadsheet OperationsSpreadsheet O
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Spreadsheet OperationsTo Perform Ma
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Spreadsheet OperationsSorting and F
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SupportsTo choose points on the fly
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Supportsonly support is checked. If
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UnitsUnits SpecificationsThe follow
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Warning LogInternal Results Corrupt
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IndexIndexAAmbient Temperature, 141
Page 237 and 238:
IndexSelection, 81Grid, 75Drawing,
Page 239 and 240:
IndexPlates, 204Preferences, 22Tool
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