A complete package, and source of information on designing and understanding the Eurocodes, and the National Annexes.
The program is build up from groups of components based on the structural Eurocodes. You can design structural object based on the different Eurocodes, select National Annexes, adjust parameters, and do design and analysis of frame 2D-structures. Design charts and graphs for use and understanding the Eurocodes are included.  

A detailed design report is produced for the designed structural components. Assumptions, graphics, references to the Eurocodes and the National Annexes are shown in the report. The user can select the applicable National Annex. Design code parameters, material values and default values can be adjusted.

Eurocode 0, Basis of structural design

Basic design principles and verification equations
Partial safety factors
Load combinations
Material factors

EN 1990:2002/A1:2005/AC:2010
Eurocode - Basis of structural design

Eurocode 1, Actions on structures

        General action
            Category of use
            Imposed loads on building parts
        Snow loads
        Wind Loads

EN 1991-1-1:2002/AC:2009
Eurocode 1: Actions on structures - Part 1-1: General actions - Densities, self-weight, imposed loads for buildings

Snow loads

 Snow load on the ground
 Snow load on roofs
 Snow load on snow guards
 Snow overhanging the edge of the roof

EN 1991-1-3:2003/A1:2015
Eurocode 1 - Actions on structures - Part 1-3: General actions - Snow loads

Wind loads

Wind velocity pressure
Wind pressure on vertical walls
Wind pressure on flat roofs
Wind pressure on monopitch roofs
Wind pressure on duopitch roofs

EN 1991-1-4:2005/A1:2010 /AC:2010
Eurocode 1: Actions on structures - Part 1-4: General actions - Wind actions

Eurocode 2, Design of concrete structures

EN 1992-1-1:2004/A1:2014
Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings

Design charts of Reinforced concrete

Concrete-steel properties, creep, shrinkage, concrete cover
Section capacity in bending, shear and axial loading
Design charts for bending
Design charts for columns in single and double bending
Effective length of columns
Design charts for deflection control

Reinforced concrete slabs
 

Slab sections in bending

Ribbed slab sections in bending

Flat slab sections punching shear

         Slab sections in bending, lightweight concrete

One way continuous slabs

Cantilever slabs

Two way slabs

  Reinforced concrete beams
 

   Rectangular beam cross section in bending

   T beam cross section in bending

   Beam cross section in torsion

   Beam cross section, lightweight concrete

   T beam cross section, lightweight concrete

   One span beams in composite loading

   Continuous beams with distributed loads

  Reinforced concrete columns

    Column section in biaxial bending

    Isolated column in simple bending

    Isolated column in double bending

    Column strength (single eccentricity)

Tables and graphs from Eurocode 3

Flexural buckling
Lateral torsional buckling
Effective length of columns

Steel sections

Steel section properties, all international profiles
Classification and resistance of steel cross sections

  Resistance of steel cross section

Single actions
Double actions
Combined actions

Buckling resistance
Buckling, members in compression Nc
Buckling, compression, bending Nc-My-Mz

Lateral torsional buckling My
Lateral torsional buckling Nc-My

   Design of beams

One span beams
Two span continuous beams
One span with cantilever

   Design of bolted connections

Double shear joints
Beam to beam connection with web cleats
Beam to column connection with end plate
Simple column base connection

Eurocode 4,
Design of composite steel and concrete structures

  Steel-Concrete composite floor

  Timber concrete composite floors

EN 1994-1-1:2004 Design of composite steel and concrete structures, General rules and rules for buildings

	Design of cross-sections in Ultimate limit state
	Design of timber connections
	Design of timber beams
	Design of timber floors
	Design of timber roofs

EN 1995-1-1:2003 Design of timber structures – General – Common rules and rules for buildings
EN 1995-1-2:2003 Design of timber structures – General – Structural fire design

Design of cross-sections in Ultimate limit state

    Tension
    Compression
    Bending
    Shear
    Torsion
    Stability

Design of various cases of single or combined action according to Eurocode 5, EN 1995-1-1:2004 § 6, round and rectangular sections.
 

Design of timber connections

The Capacity Rd is computed according to Eurocode 5, EN 1995-1-1:2004 § 8. 

Design of timber beams

          Simply supported
          Continuous over two spans

Design of floors
  
         Design of single span floors
         Design of two span floors

 The internal forces are computed at the ends and the middle span of the floor beam and the elastic bending deformations at midspan, for all the load combinations according to Eurocode 0, 1 and 5.
All the checks of Eurocode 5, EN 1995-1-1:2004, § 6 are performed in ultimate limit state.
The deflections are checked in serviceability limit state according to Eurocode EN 1995-1-1:2004, § 7.
The Eurocode EN 1995-1-1:2004, § 7.3. considerations are taken into account for the check of beam vibrations.

Design of Roofs

Truss rafter roofs
Truss rafter roofs, carpentry connections
Collar roofs
Monopitch roofs

Structural fire design
Structural fire design is performed for every stress case. The structural fire design is performed according to Eurocode 5, part 1-2, reduced cross section method..

Connections properties you can specify are:steel plate type, regular or BMF, plate thickness, the degree of stiffness of connections, the type and size of the connection nails.
You can also select to use single or multiple plates in the joints with more than two members.
Splices are designed automatically for long timber members.

Eurocode 6, Design of masonry structures

	Mechanical properties of masonry
	Eurocode 6 design charts
	Eurocode 6 Strength
	Masonry Design

Eurocode 6 EN 1996-1-1:2005 Design of masonry structures, General rules for reinforced and unreinforced masonry structures

Mechanical properties of masonry

Material factors
Compressive strength
Shear strength
Flexural strength

Eurocode 6 design charts

Out of plane eccentricity
Reduction factor for slenderness and eccentricity
Bending moment coefficients for flexural design 

Eurocode 6 Strength

          Compressive strength
          Shear strength
          Flexural strength

M

Masonry subjected to vertical load
Masonry subjected to shear load
Masonry subjected to lateral load
Masonry building design

Eurocode 7, Geotechnical design

	Eurocode 7 parameters
	Soil bearing capacity
	Spread footings
	Retaining walls

EN 1997-1:2004/AC:2009  
Eurocode 7: Geotechnical design - Part 1: General rules           

Soil bearing capacity

Drained conditions
Undrained conditions

The design bearing resistance is calculated using analytical methods of  Annex D in Eurocode 7.

Spread footings

    Flexible centrically loaded footings
    Flexible eccentrically loaded footings
    Footings of steel columns (pinned)
    Footings of steel columns (fixed)

Vertical loading and moments at the top.

Exact computation of pressure distribution under the footing. Geotechnical design using Eurocode 7, EN 1997-1:2004. Load combinations according to Eurocode 7 (EQU, STR, GEO load cases).
 

Retaining walls

   Cantilever type without back heel
   Cantilever type with back heel
   Basement walls
   Earth pressure coefficients (active and passive)

•  Walls with very small back heel. The active earth pressure is computed using Coulomb's theory at the back face of the wall.
• Walls with back heel. The active earth pressure is computed using Rankine's theory at a vertical surface at the end of the heel.
• Basement walls. Earth pressure at rest.

Earthquake analysis according to Eurocode 8 (EC8),  Mononobe-Okabe.

 CAD drawing of retaining walls with reinforcement.

Eurocode 8,
Design of structures for earthquake resistance

  Elastic response spectrum

  Design response spectrum

EN 1998-1:2004/A1:2013/AC:2009
Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings

  Structural analysis

 Helpful tables for structural analysis

Beams of one span
Moments of intertia  of common cross sections
Tables for Beams diagrams V (shear) M, (moment)
Tables for Beams diagrams V (unit load)
Tables for end forces of beams (Cross method)
Tables for beams deflections
Tables for areas and centroids of diagrams
Tables of Mohr's integral

FRAME2D Design

In the EUROCODEexpress is included a program for Design of 2-dimensional Frame structures and grillages.

A 2-dimensinal finite element model, with additional design in ultimate limit state of the members from reinforced concrete, structural steel or structural timber, according to Eurocodes 2,3 or 5.

 Parameters:

NA-National Annex, Select the National Annex to apply in the design

Design Parameters, Check and select options or modify the various design parameters of every particular Eurocode.

Materials, characteristic material properties for concrete, steel, timber, soil etc..can be adjusted. It is advisable to consult the National Application Document of the Eurocodes 0,1,2,3,4,5, 6, 7, 8.

Snow load on the ground Default region and snow zone

Basic wind velocity Default region and wind zone

Seismic design Default region and seismic zone