Weitere ähnliche Inhalte Ähnlich wie RFEM en RSTAB rekensoftware - Product overview 2014 (20) Kürzlich hochgeladen (20) RFEM en RSTAB rekensoftware - Product overview 20141. Dlubal - Product Overview 2014
Frame Analysis FEA Analysis
© www.wernersobek.de
RFEM
1.1 Add-on Modules
Steel
RF-STEEL
General stress analysis of
surfaces and members
RF-STEEL EC3
Member design according
to Eurocode 3
RF-STEEL AISC
Member design according
to ANSI/AISC 360-05
RF-STEEL SIA
Member design according
to SIA 263:2013
RSTAB
2.1 Add-on Modules
Steel
STEEL
General stress analysis of
members
STEEL EC3
Member design according
to Eurocode 3
STEEL AISC
Member design according
to ANSI/AISC 360-05
STEEL SIA
Member design according
to SIA 263:2013
STEEL IS
Member design according
to IS 800:2007
STEEL BS
Member design according
to BS 5950-1:2000
STEEL GB
Member design according
to GB 50017-2003
STEEL CS
Member design according
to CS S16-09
RF-STEEL IS
Member design according
to IS 800:2007
RF-STEEL BS
Member design according
to BS 5950-1:2000
RF-STEEL GB
Member design according
to GB 50017-2003
RF-STEEL CS
Member design according
to CS S16-09
RF-STEEL AS
Member design according
to AS 4100-1998
RF-STEEL NTC-DF New
Member design according
to NTC-DF (2004)
RF-STEEL SP New
Member design according
to SP 16.13330.2011
RF-STEEL SANS New
Member design according
to SANS 10162-1:2011
RF-STEEL Plastic New
Plastic design of
cross-sections
STEEL AS
Member design according
to AS 4100-1998
STEEL NTC-DF New
Member design according
to NTC-RCDF (2004)
STEEL SP New
Member design according
to SP 16.13330.2011
STEEL SANS New
Member design according
to SANS 10162-1:2011
STEEL Plastic New
Plastic design of
cross-sections
STEEL Fatigue
Members New
Fatigue design
for members
ALUMINIUM
Member design according
to Eurocode 9
FE-LTB
Lateral torsional buckling
design according to
FE Method
RF-CONCRETE NL
Non-linear reinforced concrete
design according to
Eurocode 2*), DIN 1045*),
SIA 262*), ACI 318-11*)
and GB 50010*)
RF-CONCRETE Deflect
Analytical design of
surface deflections
according to Eurocode 2*),
DIN 1045*), SIA 262*),
ACI 318-11*) and
GB 50010*)
RF-PUNCH
Design of punching shear
resistance according to
Eurocode 2*) and
DIN 1045*)
*) corresponding standard
extension required
EC2 for RFEM
Extension by design
according to
Eurocode 2 incl. NAs
ACI 318-11 for RSTAB
Extension by design
according to
ACI 318-11
GB 50010 for RSTAB
Extension by design
according to
GB 50010:2010
FOUNDATION Pro
Design of single, bucket
and plate foundations
according to
Eurocode 2 and 7
2.3 Add-on Modules
Timber
TIMBER Pro
Member design according
to Eurocode 5,
DIN 1052:2008-12
and SIA 265:2012
TIMBER AWC New
Member design according
to ANSI/AWC NDS-2012
TIMBER CSA New
Member design according
to CSA 086-09
2.4 Add-on Modules
Tower
TOWER Structure
Generation of lattice
tower structures
DIN 1045-1 for RFEM
Extension by design
according to
DIN 1045-1:2008
SIA 262 for RFEM
Extension by design
according to
SIA 262:2013
ACI 318-11 for RFEM
Extension by design
according to
ACI 318-11
GB 50010 for RFEM
Extension by design
according to
GB 50010:2010
RF-FOUNDATION Pro
Design of single, bucket
and plate foundations
according to Eurocode 2
and Eurocode 7
TOWER Equipment
Generation of equipment
for communication towers
TOWER Loading
Generation of wind, ice
and variable loads for
lattice towers
TOWER Effective
Lengths
Calculation of buckling
lengths for lattice tower
members
TOWER Design
Design of lattice tower
members according to
Eurocode 3
2.5 Add-on Modules
Connections
FRAME-JOINT Pro
Frame joints for frames
according to Eurocode 3
and DIN 18800
DSTV
Typified connections in
steel building construction
according to Eurocde 3
and DIN 18800
HSS
Welded hollow structural
section connections
according to Eurocode 3
JOINTS Steel -
Column Base
Connections of steel
column bases according
to Eurocode 3
RF-STEEL Fatigue
Members New
Fatigue design
for members
RF-ALUMINIUM
Member design according
to Eurocode 9
RF-FE-LTB
Lateral torsional buckling
design according to
FE Method
RF-PLATE-BUCKLING
Plate buckling analysis of
stiffened plates according
to Eurocode 3 and
DIN 18800
1.2 Add-on Modules
Concrete
RF-CONCRETE
Reinforced concrete design
for plates, walls, shells and
members according to
Eurocode 2*), DIN 1045*),
SIA 262*), ACI 318-11*)
and GB 50010*)
RF-CONCRETE Columns
Reinforced concrete design
with model column method
according to Eurocode 2*),
DIN 1045*), ACI 318-11*)
and GB 50010*)
PLATE-BUCKLING
Plate buckling analysis of
stiffened plates according
to Eurocode 3 and
DIN 18800
2.2 Add-on Modules
Concrete
CONCRETE
Reinforced concrete design
for members according to
Eurocode 2*), DIN 1045*),
SIA 262*), ACI 318-11*)
and GB 50010*)
CONCRETE Columns
Reinforced concrete design
with model column method
according to Eurocode 2*),
DIN 1045*), ACI 318-11*)
and GB 50010*)
*) corresponding standard
extension required
EC2 for RSTAB
Extension by design
according to
Eurocode 2 incl. NAs
DIN 1045-1 for RSTAB
Extension by design
according to
DIN 1045-1:2008
SIA 262 for RSTAB
Extension by design
according to
SIA 262:2013
Finite elements for
plates, walls, shells,
frame structures, solid
and contact elements
Analysis and design
of 2D and 3D
frame structures
Download the current
Product Overview
at www.dlubal.com
2. Dlubal Software GmbH
Am Zellweg 2
D-93464 Tiefenbach
Cross-section properties
of any type of cross-section
and calculation
of stresses and design
SHAPE-THIN
Cross-section properties
and stress analysis
Tel.: +49 9673 9203-0
Fax: +49 9673 9203-51
www.dlubal.com
info@dlubal.com
Stand-Alone Programs
Cross-Sections
© www.ib-rohmer.de
© www.ib-rohmer.de
© www.pirminjung.ch
RF-TENDON
Defnition of tendons in
pre-stressed concrete
members
RF-TENDON Design
Design of pre-stressed
concrete members
according to Eurocode 2
1.3 Add-on Modules
Timber
RF-TIMBER Pro
Member design according
to Eurocode 5,
DIN 1052:2008-12
and SIA 265:2012
RF-TIMBER AWC New
Member design according
to ANSI/AWC NDS-2012
RF-TIMBER CSA New
Member design according
to CSA 086-09
1.4 Add-on Modules
Tower
RF-TOWER Structure
Generation of lattice
tower structures
RF-TOWER Equipment
Generation of equipment
for communication towers
RF-TOWER Loading
Generation of wind, ice
and variable loads for
lattice towers
JOINTS Steel -
Tower New
Hinged connections of
lattice tower members
according to Eurocode 3
LIMITS New
Design by comparison
of results with defined
limit states
2.6 Add-on Modules
Dynamics
DYNAM Basic
Analysis of eigenvibrations
DYNAM Addition I
Forced vibration analysis
DYNAM Addition II
Equivalent seismic loads for
earthquakes according to
Eurocode 8, DIN 4149 and
IBC 2000/2009
RF-TOWER Effective
Lengths
Calculation of buckling
lengths for lattice tower
members
RF-TOWER Design
Design of lattice tower
members according to
Eurocode 3
1.5 Add-on Modules
Glass
RF-GLAS
Design of planar and
curved glass surfaces
1.6 Add-on Modules
Connections
RF-FRAME-JOINT Pro
Frame joints for frames
according to Eurocode 3
and DIN 18800
RF-DSTV
Typified connections in
steel building construction
according to Eurocde 3
and DIN 18800
2.7 Add-on Modules
Others
DEFORM
Deformation and
deflection analysis
RSMOVE
Load case generation
from moving loads
RSIMP
Equivalent geometric
imperfections and
pre-deformed initial
structures
RSBUCK
Effective lengths,
buckling loads,
bifurcation load factors
SUPER-RC
Superimposing results
of different structures
(construction phases)
STAGES
Consideration of different
construction stages
RS-COM
Programmable COM
interface
1.8 Add-on Modules
Others
RF-DEFORM
Deformation and deflection
analysis for members
RF-MOVE
Load case generation from
moving loads on members
RF-IMP
Equivalent geometric imperfections
and pre-defor-med
initial structures for
members and surfaces
RF-STABILITY
Buckling modes, critical
load factors and buckling
lengths
RF-SOILIN
Soil-structure interaction
analysis according to
Eurocode 7, DIN 4019
and CSN
RF-INFLUENCE
Determination of
influence lines and
influence surfaces
RF-MAT NL
Consideration of
non-linear material
behavior
RF-STAGES
Consideration of different
construction stages
RF-LAMINATE
Design of multi-layer
surfaces
RF-LOAD-HISTORY New
Consideration of
permanent (plastic)
deformation of
previous load states
RF-COM
Programmable COM
interface
RF-LINK
Import of IGES, STEP and
ACIS files
RF-HSS
Welded hollow structural
section connections
according to Eurocode 3
RF-JOINTS Steel -
Column Base
Connections of steel
column bases according
to Eurocode 3
RF-JOINTS Steel -
Tower New
Hinged connections of
lattice tower members
according to Eurocode 3
RF-LIMITS New
Design by comparison
of results with defined
limit states
1.7 Add-on Modules
Dynamics
RF-DYNAM Basic
Analysis of eigenvibrations
RF-DYNAM Addition I
Forced vibration analysis
RF-DYNAM Addition II
Equivalent seismic loads
for earthquakes according
to Eurocode 8 and
international standards
Cross-Sections
4.1 Stand-Alone Programs
Steel
CRANEWAY
Crane girder analysis
according to Eurocode 3,
DIN 4132 and DIN 18800
RF-PLATE-BUCKLING
Plate buckling analysis of
stiffened plates according
to Eurocode 3 and
DIN 18800
4.2 Stand-Alone Programs
Composite
COMPOSITE-BEAM
Composite beam design
according to
DIN V ENV 1994-1-1
4.3 Stand-Alone Programs
Timber
RX-TIMBER Package
Analysis Package with
RX-TIMBER Glued-Laminated
Beam/Continuous Beam/
Column
RX-TIMBER
Glued-Laminated Beam
Glued-laminated beams according to
Eurocode 5 and DIN 1052:2008-12
RX-TIMBER
Continuous Beam
Continuous beams according to
Eurocode 5 and DIN 1052:2008-12
RX-TIMBER Column
Columns according to Eurocode 5
and DIN 1052:2008-12
RX-TIMBER Purlin
Purlins according to Eurocode 5
and DIN 1052:2008-12
RX-TIMBER Frame
2D frames according to Eurocode 5
and DIN 1052:2008-12
RX-TIMBER Brace
Roof bracings according to
Eurocode 5 and DIN 1052:2008-12
RX-TIMBER Roof
Rafters according to Eurocode 5
and DIN 1052:2008-12
Stand-Alone
Programs
Stand-alone programs
(no RFEM or RSTAB
license required)
3.1 Thin-Walled
Cross-Sections
3.2 Solid
Cross-Sections
SHAPE-MASSIVE
Cross-section properties,
stress analysis and
reinforced concrete design