DesignFiX Help

Index

DesignFiX Help

Contents | Index

A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

- A -

About DesignFiX

Additional tensile forces

anchor designation

Anchor material

Anchor plate dimensions

Anchor tension and shear loads

Anchorage depth

	Module Anchor Design
	Product selection

Anchorage length

	Module Anchor Design
	Anchor Layout

Are you a manufacturer?

	Anchor Layout
	View
	3D-Model
	Statusbar

Automatic rotation (3D-Model)

	Module Anchor Design
	Anchor Layout
	View

Axis (3D-Model)

- B -

Base plate (Edit)

Base plate thickness

	FEM-Modul
	Anchor Layout

Basis of the design

Beam to beam on support

Bending (lever arm)

Bending moments

	FEM-Modul
	Loads

	Module Anchor Design
	Module Rebar Design

- C -

C1, C2 (performance category seismic)

Camera (3D-Model)

Capacity design

Cast-in-place reinforcement bars

Cast-in-place systems

Characteristic bond strength

Characteristic loads

Characteristic resistances

Characteristic resistances for shear loads

Characteristic resistances for tension loads

Chemical anchors

Column extension

Column to foundation

Component edges

Component thickness

	Module Anchor Design
	Base Material

	Base Material
	Module Rebar Design

Concrete break-out

	Module Anchor Design
	Base Material

Concrete compressive strength

Concrete edge failure

Conical concrete break-out

corrosion protection

Cracked / non-cracked concrete

Cracked concrete

Customer support

Customize the print preview

Customized utilization

- D -

Dealer or manufacturer

Design method A

Design method according to ETAG 001 + TR 029

Design method/approval

DesignFiX - Software

Diamond drilling

Dimensioning font size

Dimensioning of component edges:

Dimensions for infinite edges

Dimensions of the base plate

Direction (X/Y)

Display mode (3D-Model)

Distances between anchors

Drilling method

- E -

	Loads
	Seismic

Eccentricities of the anchors

Eccentricities of the loads

edge reinforcement

	Calculation
	Base Material

Embedment depth

	Module Anchor Design
	Calculation
	Product selection

End anchoring of slab or beam

Envelop of tensile force

ETAG 001 + TR 029

ETAG 001, TR 045

	Loads
	Seismic

Export (Print preview)

Exportformat (Print preview)

- F -

Failure modes of post-installed anchors under shear load

Failure modes of post-installed anchors under tension load

FAQ - Frequently Asked Questions

FEM (Finite Element Method)

	Module Anchor Design
	Calculation
	FEM-Modul

Fill annular gap

Filter settings

fixing thickness tfix

Font size dimensioning

- G -

Galvanized steel

Geometry (edit)

German Patent and Trademark Office

- H -

Hammer drilling

	Home/Startpage
	Hotline

- I -

Inconclusive iteration

Injection systems

Input of geometric data

	Base Material
	Loads

installation method

Internet LiveUpdate

- L -

Labeling negative axis (3D-Model)

Language (Print)

Lever arm (bending)

License Agreements

Load eccentricity

	Module Anchor Design
	Loads

Loads and dimension lines

Loads permanent (G/Q)

- M -

Management of projects

	Anchor
	Are you a manufacturer?

Mechanical anchors

Minimum permissible axial spacing

Module Anchor Design

Module Masonry Design

Module Rail Design

Module Rebar Design

- N -

Negative axis (3D-Model)

Numbering of the anchors

- O -

Oblique bending

	Home/Startpage
	File

- P -

Page number (Print)

Partial safety factor

Partial safety factors

	Printpreview
	Printpreview

Perforated concrete cover

Performance category C1, C2

Permissible configurations

Plate projection

Post-installed anchors

Post-installed rebar connections

Pre-positioned installation

	Calculation
	Printpreview
	Printpreview

Product images show/hide

Products optimize

Program settings

Project (Edit, Load, Save)

Pry-out failure

	Module Anchor Design
	Base Material

	Module Anchor Design
	Module Rebar Design

- R -

Rebar connections

Rebar under compression

Rebar under tension

Reinforcement bars

	Product Filter
	Module Rebar Design

Required verifications for shear loads

Required verifications for tension loads

Rotate hole pattern

Rotation view cube

rules of reinforced concrete

- S -

Screenshot clipboard

Screw heads/nuts

Search function (Print preview)

section 4.2.2.1

Service LiveUpdate

Sesimic design (TR 045)

	Home/Startpage
	File

Settings (Print)

Shape of rebars

Shear load (Seismic)

Shrinkage of concrete

Skin (user interface)

Slab to slab on support

	Module Anchor Design
	Anchor Layout

Splitting failure

	Module Anchor Design
	Module Rebar Design

Splitting of the component

Stand-off fixing

	Module Anchor Design
	Module Rebar Design

Stiffness of the base plate

Structure of the material

Structure of the product families

Suppliers and products

Suppliers/products

Support of the tensile force

Surface reinforcement

surrounding concrete

System requirements

- T -

Tabular input window

Technical Documents

Technical Specification

Tensile stresses

Tension load (Seismic)

Terminology and symbols

Theory of elasticity

Thickness base plate

	FEM-Modul
	Anchor Layout

Thickness oft he component

Thread diameter

Through fixing (in-place installation)

Torsion moments

TR 029 (Technical Report)

TR 045 (Seismic)

	Loads
	Seismic

Training Videos

	Introduction
	Home/Startpage
	FEM-Modul
	Printpreview

Transverse pressure

Transverse reinforcement

Type of Installation

Type of loading

- U -

Uniaxial bending

Uni-axial bending

- V -

	Introduction
	Home/Startpage
	FEM-Modul
	Printpreview

View cube (rotation)

View options (3D-Model)

- W -

Wall to foundation

- X -

- Y -

- Z -

ZiWu-Soft EDV Systeme GmbH

Zoom print preview