SkyCiv-Dokumentation

Ihr Leitfaden zur SkyCiv-Software - Tutorials, Anleitungen und technische Artikel

SkyCiv-Stiftung

  1. Zuhause
  2. SkyCiv-Stiftung
  3. Isolierte Fundamente
  4. Benutzerhandbuch

Benutzerhandbuch

SkyCiv Foundation provides a user-friendly interface paired with powerful design to easily model isolated foundations. The Isolated Foundation user-interface is composed into 4 SkyCiv Foundation bietet a: Einzelheiten, SkyCiv Foundation bietet a, Eingang und Ergebnisse.

ich. Einzelheiten

Once the user has chosen a design code, dem Benutzer wird das angezeigt “Einzelheiten” SkyCiv Foundation bietet a. The units will be chosen automatically based on the design code chosen

Main Input

Zahl 1. Project tab details

The user can fill the information for the project details, sowie

  • Ein Projektname
  • Eine Projekt-ID
  • Ihr Firmenname
  • Der Designer
  • Der Kunde
  • Projektnotizen (open ended notes)

Diese Informationen werden in den generierten Designbericht eingefügt.

II. SkyCiv Foundation bietet a

foundations tab

Zahl 2. Foundation tab details

Summary of inputs on the “Stiftung” Tab:

  • Foundation IDassign numerical identification to each foundation.
  • Art – In der Menüleiste auf der linken Seite “Isolated Foundationfrom the drop-down menu.
  • Unterstützt – boundary conditions for the foundation (Siehe Abbildung 3)
    Pin (FFFFRR)resists vertical and horizontal forces, Drehung, but bending moments about local Y and Z axis
    3D Pin (FFFRRR)resists vertical and horizontal forces ONLY
    Fest (FFFFFF)resists vertical and horizontal forces, as well as moments
  • SWself-weight factor
  • Status resultant of foundation design
    Bestehenthe input parameters in the foundation is adequate.
    Scheiternthe input parameters in the foundation is not adequate.
  • Bearbeiten click this to start inputting data and edit your foundation
  • Löschen delete the foundation

Type of supports

Zahl 3. Type of Supports

III. Eingang

select iso

Zahl 4. Selecting the Isolierter Fuß on the drop-down menu.

Users can establish the type of foundation as shown in Figure 4, In der Menüleiste auf der linken Seite “Isolierter Fuß” to bring up this view

SkyCiv Foundation bietet a

Zahl 5. Foundation Tab

Das “Eingang” tab can be separated into three separate tabs, each serving a specific purpose:

  • Left Tab
    Separates the different input categories such as: Footing, Spalte, Soil, Materialien, Ladungen, Reinforcement and Design Parameters.
  • Screen Tab
    User can select different diagram configuration such as Geometry, Analytical or both simultaneously (Die meisten Projekte erfordern geotechnische Berichte, die die Eigenschaften des Bodens und die Gesamtmerkmale des Standorts beschreiben 6). This is where dimensions, Einheiten, and analysis graphics of the footing are shown.
  • Right Tab
    Changes in accordance to which input configuration is selected. This is where all of the information with be inputted.

The Screen tab (model space) in the middle can be changed to three different view by clicking the required button in the upper right of the Screen tab. Zahl 6 shows these three views.

views

Zahl 6. (links) Geometry Diagram (Center) Analytical Diagram (richtig) Both Geometry and Analytical Diagram

Lets go over the different input categories in a little more detail.

Footing Configuration

Footing dimensions

Zahl 7. Right Tab of selected Footing Configuration at the left tab.

Siehe Abbildung 8 for the nomenclature of the foundation dimensions:

Abbildung 1

Zahl 8. Foundation with designation

Column Configuration

isolierter Stand 1

Zahl 9. Right Tab of selected Column Configuration at the left tab.

Hinweis: Zum λs ModifierPer ACI 318-14 Sektion 22.6.5.3The value of λs ist 40 für Innensäulen, 30 für Randspalten und 20 für Eckspalten.

Siehe Abbildung 10 for the nomenclature of the foundation dimensions:

Figure2

Zahl 10. Foundation with designation

Soil Configuration

Soil Configurations

Zahl 11. Right Tab of selected Soil Configuration at the left tab.

Hinweis: Soil values are usually found in the Geo-technical Report.

Materialien

Material Configurations

Zahl 12. Right Tab of selected Material button at the left tab.

Ladungen

Wann “Ladungen” are selected, a pop-up window will appear:

Load Configurations

Zahl 13. Loads input window after clicking Ladungen

Verstärkung

To navigate between the reinforcement in the X and Z direction, and the column reinforcement, toggle between them using the buttons on the upper right of the Right Tab with Verstärkung selected.

isolierter Stand 2

Zahl 15. Right Tab of selected Verstärkung button at the left tab.

Zahl 14 details the direction nomenclature for the X and Z reinforcement

Figure3

Zahl 14. Details of Reinforcement.

Rebar Code Reference:

  • ASTM615American Society for Testing and Materials 615 : Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement
  • N. – Australian Rebar Class N
  • PNS49Philippines National Standard 49 : Steelbars for concrete reinforcementSpecification.

Design Parameters

To navigate between different Design Parameters, toggle between them using the buttons on the upper right of the Right Tab with Design Parameters selected. This section will change depending on the

isolierter Stand 3

Zahl 16. Right Tab of selected Design Parameters button at the left tab.

IV. Ergebnisse

After hitting the Design prüfen Taste, your design will be directed to theResults Page”. Each column, except for the last two, represents a design check completed by the Foundation module. The values are represented as unity ratios, where anything under 1.0 is a PASS, and anything over 1.0 is a FAIL. The last two columns represent the area of steel in both directions of the footing.

Ergebnisse

Zahl 17. Ergebnisse Output page

Summary of column representations:

  • DIM
    Ratio of user’s input dimensions over required design dimensions.
  • Umkippen
    Ratio of overturning moment experienced over allowable overturning moment.
  • Gleiten
    Ratio of sliding force experienced over sliding resistance.
  • Bodendruck
    Ratio of soil pressure from experienced loads over allowable soil pressure.
  • Einweg
    Ratio of ONE-way shear demand over capacity.
  • Zweiwege
    Ratio of TWO-way shear demand over capacity.
  • Biegung
    Ratio of flexural demand over flexural capacity.
  • Wiex
    Reinforcement area along x-axis.
  • Wiemit
    Reinforcement area along z-axis.
  • Status
    Indicates that the foundation design is Die Hälfte der Wandhöhe von der Unterseite der Basis für den Fall des oder FAIL
  • Bericht
    Click to see detailed calculation of the design foundation

Referenz:

  1. Bauvorschriften für Konstruktionsbeton (ACI 318-14) Kommentar zu baurechtlichen Anforderungen an tragenden Beton (ACI 318R-14). Amerikanisches Betoninstitut, 2014.
  2. Taylor, Andreas, et al. Das Handbuch für die Bemessung von Stahlbeton: ein Begleiter zu ACI-318-14. Amerikanisches Betoninstitut, 2015.
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