#Title:CSI SAP2000 v14.2 patch
#Tags:csi
#Tags:csi Fresh program CSI SAP2000 v14.2 rapidshare
CSI SAP2000 v14.2
CSI SAP2000 v14.2 -REDT
Computers & Structures, Inc. is proud to announce the release of
SAP2000 V14. The innovative enhancements in this version are
categorized below. This fully integrated product for the modeling,
analysis and design of structures continues to be available in three
levels: Basic, Plus and Advanced.
Nonlinear and Pushover
A nonlinear, layered shell element using a directional material
model has been added for pushover analysis of shear-wall structures and
similar applications. A Quick-Start option is provided for easy
modeling of reinforced concrete sections.
Plot functions have been added for shell layer stresses.
Frame hinges for Section Designer sections To be Designed have
been enhanced to use the designed amount of rebar when available.
Section Designer has been enhanced for the display of fiber-model
PMM surface.
The default material properties for concrete have been modified
to improve convergence behavior.
The tangent stiffness used for the iteration of fiber hinges and
multi-linear links has been changed to improve convergence.
Dynamics
Material-based damping is now available for linear and nonlinear
direct-integration time-history analysis.
Material-based damping is now available for steady-state and PSD
analysis.
Stiffness-proportional damping now uses initial stiffness instead
of tangent stiffness to improve the consistency of results and
convergence behavior.
The rigid-response calculation in response-spectrum analysis has
been enhanced for NRC and general use.
Base reactions for response-spectrum and modal time-history
analysis have been improved for springs and grounded link supports to
better capture missing-mass effects.
Base reactions no longer include constraint forces at restraints,
for consistency.
Bridge Modeling and Design
AASHTO LRFD 2007 superstructure design for precast concrete
composite sections has been implemented. Checks include: stress,
flexure, and shear (using MCFT). Show me how Automated Seismic Design
of Bridges works
Fully automated bridge design check per AASHTO Guide
Specifications for LRFD Seismic Bridge Design 2009 has been
implemented, including pushover analysis when required.
Automated handling of secondary prestress force has been
implemented for the AASHTO LRFD 2007 superstructure flexural design
check for prestressed concrete box girder sections.
The AASTHO/USGS 2007 response-spectrum function has been added.
Variable girder spacing along the length of the bridge
superstructure is now available.
Variable reference-point location along the length of the bridge
superstructure is now available.
Alignment of shell local axes in generated bridge models has been
enhanced.
The longitudinal discretization of bridge models is now more
uniform in complex models.
Tendons modeled as elements now allow elastic, creep, shrinkage,
and steel-relaxation losses to be directly specified.
The displacements for constrained joints in staged construction
are no longer updated for deflection until they are actually added to
the model.
New Design Code Related Enhancements
Eurocode-2 2004 concrete frame design added, without seismic
provisions.
Eurocode-3 2005 steel frame design added, without seismic
provisions.
Australian concrete frame design per code AS 3600-2001 added,
including seismic provisions.
Multiple enhancements made for Indian concrete frame design per
code IS 456-2000.
Multiple enhancements made for Chinese 2002 concrete frame
design.
Multiple enhancements made for Chinese 2002 steel frame design.
Auto-lateral loads added for Eurocode: Wind, Seismic, and
Response-spectrum.
Auto-lateral loads added for Australia: Seismic and Response-
spectrum.
Auto-lateral loads added for New Zealand: Seismic and Response-
spectrum.
Other Enhancements to the Graphical User Interface (GUI) Multiple
enhancements have been made to the graphical display for clarity and
speed.
Multi-stepped static analysis of Bridge Live loads acting on
frame elements is now available in Plus/Advanced levels without the
Bridge license for modeling crane loads, footfall, etc.
Single-stage construction cases starting from zero are now
available in Plus/Advanced levels without the Staged-construction
license for modeling separate gravity and lateral configurations,
different support conditions, etc.
The import of StruCAD*3D data files is now available.
New and updated API functions have been implemented.
Minimum and Recommended System Requirements
Processor: Minimum: Intel Pentium 4 or AMD Athlon 64.
Recommended: Intel Core 2 Duo, AMD Athlon 64 X2, or better (see notes 1
and 2 below)
Operating System: Microsoft® Windows XP with Service Pack 2 or
Microsoft® Windows Vista, 32- and 64-bit versions. (see notes 3 and 4
below)
Memory: Minimum: 1 GB for XP O/S, 2 GB for Vista O/S.
Recommended: 2 to 4 GB for 32-bit O/S, 4 GB or more for 64-bit O/S.
(see note 5 below)
Disk Space: 6 GB to install the program, additional space
required for running and storing model files and analysis results.
Video Card: Supporting 1024 by 768 resolution and 16 bits colors.
Recommended: discrete video card with ATI / NVIDIA GPU & dedicated
graphics RAM. (see note 6 below)
Notes:
1) To be able to take advantage of the features of the newer CPU's,
SAP2000 V14 will not run on some of the older CPU's from Intel and AMD.
A CPU that has SSE2 support is now required.
2) SAPfire® Analytical Engine now includes a multi-threaded solver
that can take advantage of the newer multi-core CPUs.
3) Support for Microsoft® Windows 2000 and Microsoft® Windows NT
has been discontinued.
Microsoft® Windows XP without Service Pack 2 may cause
unexpected problems when running SAP2000 V14.
4) With a 64 bit operating system, SAPfire® Analytical Engine can
utilize more than 4 GB of RAM, making it possible to more efficiently
solve larger problems.
5) The problem size that can be solved & the solution speed
increases considerably with more RAM. Vista requires more RAM than XP
for the operating system itself.
6) OpenGL graphics mode fully utilizes the hardware acceleration
provided by a GPU & dedicated graphics RAM.
Significant New Features-:
The capability to export a slab model to SAFE V12 has been
implemented. This will be supported by SAFE V12.2 when it is
released.
Detailed design checking has been implemented for multi-cell
prestressed-concrete
box-girder bridge superstructures according to the AASHTO LRFD
2007 code using
Live-Load Distribution Factors. This is in addition to the
whole-section design previously
released. Design checks are available for stress, flexural
capacity, and shear capacity using
MCFT (modified compression field theory).
Concrete frame design has been implemented using the AASHTO LRFD
2007 code.
Significant speed improvements have been made to the generation
of AASHTO/Caltrans frame hinges for pushover analysis.
General improvements have been made to the automated bridge
seismic design feature.
The concrete U-girder frame section can now also be used to model
steel tubs in the
Bridge Modeler. Each section can be supported by a single
bearing at the center, or two
bearings at the edges of the girder.
The modeling of steel-girder diaphragms for steel girder bridges
has been improved to provide better support for the lower flange.
Automated wind lateral loading for Australia and New Zealand has
been implemented according to the 2002 AS/NZS 1170.2 code.
The Norwegian national parameters have been implemented for auto
seismic loading according to the Eurocode 8 code.
The API 4F automated wind load has been enhanced to include a
shielding factor.
Steel frame design for the NORSOK N-004 code, including
punching checks, has been
added to the Offshore module. The design of non-tubular sections
is in accordance with
Eurocode 3-2005 with the Norwegian National Annex.
The Norwegian national parameters have been implemented for
concrete frame design using the Eurocode 2-2004 code and steel
frame design using the Eurocode 3-2005 code.
The 3-D rotation command in the graphical user interface has been
improved for working in zoomed-in regions.
Installation-:
Read Included .nfo File(s)
Always keep this in mind when installing releases....
.....Remember to block applications (or go off line) from calling home
'during install'.
Once installed, disable 'check for automatic updates' option if
available, so that you don't get it blacklisted.....Where Applicable!!
PLATFORM: Windows 2000/2003/2008/XP/Vista/ 7
FILES : 317mb
COMPRESS: WinRar - Added Recovery Record
LANGUAGE: English
FIX : Crack
Mirror - Links Interchangeable-:
Code:
http://hotfile.com/dl/57117888/a8bcaac/IQRA229.part1.rar.html
http://hotfile.com/dl/57117923/81cba22/IQRA230.part2.rar.html
PassWord:-
4shar1ng All-in-one file CSI SAP2000 v14.2 Easyshare
CSI SAP2000 v14.2 hotfile download share.
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CSI SAP2000 v14.2 patch
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#Tags:csi Fresh program CSI SAP2000 v14.2 rapidshare
CSI SAP2000 v14.2
CSI SAP2000 v14.2 -REDT
Computers & Structures, Inc. is proud to announce the release of
SAP2000 V14. The innovative enhancements in this version are
categorized below. This fully integrated product for the modeling,
analysis and design of structures continues to be available in three
levels: Basic, Plus and Advanced.
Nonlinear and Pushover
A nonlinear, layered shell element using a directional material
model has been added for pushover analysis of shear-wall structures and
similar applications. A Quick-Start option is provided for easy
modeling of reinforced concrete sections.
Plot functions have been added for shell layer stresses.
Frame hinges for Section Designer sections To be Designed have
been enhanced to use the designed amount of rebar when available.
Section Designer has been enhanced for the display of fiber-model
PMM surface.
The default material properties for concrete have been modified
to improve convergence behavior.
The tangent stiffness used for the iteration of fiber hinges and
multi-linear links has been changed to improve convergence.
Dynamics
Material-based damping is now available for linear and nonlinear
direct-integration time-history analysis.
Material-based damping is now available for steady-state and PSD
analysis.
Stiffness-proportional damping now uses initial stiffness instead
of tangent stiffness to improve the consistency of results and
convergence behavior.
The rigid-response calculation in response-spectrum analysis has
been enhanced for NRC and general use.
Base reactions for response-spectrum and modal time-history
analysis have been improved for springs and grounded link supports to
better capture missing-mass effects.
Base reactions no longer include constraint forces at restraints,
for consistency.
Bridge Modeling and Design
AASHTO LRFD 2007 superstructure design for precast concrete
composite sections has been implemented. Checks include: stress,
flexure, and shear (using MCFT). Show me how Automated Seismic Design
of Bridges works
Fully automated bridge design check per AASHTO Guide
Specifications for LRFD Seismic Bridge Design 2009 has been
implemented, including pushover analysis when required.
Automated handling of secondary prestress force has been
implemented for the AASHTO LRFD 2007 superstructure flexural design
check for prestressed concrete box girder sections.
The AASTHO/USGS 2007 response-spectrum function has been added.
Variable girder spacing along the length of the bridge
superstructure is now available.
Variable reference-point location along the length of the bridge
superstructure is now available.
Alignment of shell local axes in generated bridge models has been
enhanced.
The longitudinal discretization of bridge models is now more
uniform in complex models.
Tendons modeled as elements now allow elastic, creep, shrinkage,
and steel-relaxation losses to be directly specified.
The displacements for constrained joints in staged construction
are no longer updated for deflection until they are actually added to
the model.
New Design Code Related Enhancements
Eurocode-2 2004 concrete frame design added, without seismic
provisions.
Eurocode-3 2005 steel frame design added, without seismic
provisions.
Australian concrete frame design per code AS 3600-2001 added,
including seismic provisions.
Multiple enhancements made for Indian concrete frame design per
code IS 456-2000.
Multiple enhancements made for Chinese 2002 concrete frame
design.
Multiple enhancements made for Chinese 2002 steel frame design.
Auto-lateral loads added for Eurocode: Wind, Seismic, and
Response-spectrum.
Auto-lateral loads added for Australia: Seismic and Response-
spectrum.
Auto-lateral loads added for New Zealand: Seismic and Response-
spectrum.
Other Enhancements to the Graphical User Interface (GUI) Multiple
enhancements have been made to the graphical display for clarity and
speed.
Multi-stepped static analysis of Bridge Live loads acting on
frame elements is now available in Plus/Advanced levels without the
Bridge license for modeling crane loads, footfall, etc.
Single-stage construction cases starting from zero are now
available in Plus/Advanced levels without the Staged-construction
license for modeling separate gravity and lateral configurations,
different support conditions, etc.
The import of StruCAD*3D data files is now available.
New and updated API functions have been implemented.
Minimum and Recommended System Requirements
Processor: Minimum: Intel Pentium 4 or AMD Athlon 64.
Recommended: Intel Core 2 Duo, AMD Athlon 64 X2, or better (see notes 1
and 2 below)
Operating System: Microsoft® Windows XP with Service Pack 2 or
Microsoft® Windows Vista, 32- and 64-bit versions. (see notes 3 and 4
below)
Memory: Minimum: 1 GB for XP O/S, 2 GB for Vista O/S.
Recommended: 2 to 4 GB for 32-bit O/S, 4 GB or more for 64-bit O/S.
(see note 5 below)
Disk Space: 6 GB to install the program, additional space
required for running and storing model files and analysis results.
Video Card: Supporting 1024 by 768 resolution and 16 bits colors.
Recommended: discrete video card with ATI / NVIDIA GPU & dedicated
graphics RAM. (see note 6 below)
Notes:
1) To be able to take advantage of the features of the newer CPU's,
SAP2000 V14 will not run on some of the older CPU's from Intel and AMD.
A CPU that has SSE2 support is now required.
2) SAPfire® Analytical Engine now includes a multi-threaded solver
that can take advantage of the newer multi-core CPUs.
3) Support for Microsoft® Windows 2000 and Microsoft® Windows NT
has been discontinued.
Microsoft® Windows XP without Service Pack 2 may cause
unexpected problems when running SAP2000 V14.
4) With a 64 bit operating system, SAPfire® Analytical Engine can
utilize more than 4 GB of RAM, making it possible to more efficiently
solve larger problems.
5) The problem size that can be solved & the solution speed
increases considerably with more RAM. Vista requires more RAM than XP
for the operating system itself.
6) OpenGL graphics mode fully utilizes the hardware acceleration
provided by a GPU & dedicated graphics RAM.
Significant New Features-:
The capability to export a slab model to SAFE V12 has been
implemented. This will be supported by SAFE V12.2 when it is
released.
Detailed design checking has been implemented for multi-cell
prestressed-concrete
box-girder bridge superstructures according to the AASHTO LRFD
2007 code using
Live-Load Distribution Factors. This is in addition to the
whole-section design previously
released. Design checks are available for stress, flexural
capacity, and shear capacity using
MCFT (modified compression field theory).
Concrete frame design has been implemented using the AASHTO LRFD
2007 code.
Significant speed improvements have been made to the generation
of AASHTO/Caltrans frame hinges for pushover analysis.
General improvements have been made to the automated bridge
seismic design feature.
The concrete U-girder frame section can now also be used to model
steel tubs in the
Bridge Modeler. Each section can be supported by a single
bearing at the center, or two
bearings at the edges of the girder.
The modeling of steel-girder diaphragms for steel girder bridges
has been improved to provide better support for the lower flange.
Automated wind lateral loading for Australia and New Zealand has
been implemented according to the 2002 AS/NZS 1170.2 code.
The Norwegian national parameters have been implemented for auto
seismic loading according to the Eurocode 8 code.
The API 4F automated wind load has been enhanced to include a
shielding factor.
Steel frame design for the NORSOK N-004 code, including
punching checks, has been
added to the Offshore module. The design of non-tubular sections
is in accordance with
Eurocode 3-2005 with the Norwegian National Annex.
The Norwegian national parameters have been implemented for
concrete frame design using the Eurocode 2-2004 code and steel
frame design using the Eurocode 3-2005 code.
The 3-D rotation command in the graphical user interface has been
improved for working in zoomed-in regions.
Installation-:
Read Included .nfo File(s)
Always keep this in mind when installing releases....
.....Remember to block applications (or go off line) from calling home
'during install'.
Once installed, disable 'check for automatic updates' option if
available, so that you don't get it blacklisted.....Where Applicable!!
PLATFORM: Windows 2000/2003/2008/XP/Vista/ 7
FILES : 317mb
COMPRESS: WinRar - Added Recovery Record
LANGUAGE: English
FIX : Crack
Mirror - Links Interchangeable-:
Code:
http://hotfile.com/dl/57117888/a8bcaac/IQRA229.part1.rar.html
http://hotfile.com/dl/57117923/81cba22/IQRA230.part2.rar.html
PassWord:-
4shar1ng All-in-one file CSI SAP2000 v14.2 Easyshare
Tags: csi
CSI SAP2000 v14.2 hotfile download share.
CSI SAP2000 v14.2 torrent & megaupload.
CSI SAP2000 v14.2 full rapidshare & free from netload.
Premium patch CSI SAP2000 v14.2 NetGull
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TuneUp Utilities 2010 v 9.0.4300.7 patch
Steganos Safe 2009 v11.0.5.7858 patch
PC Tools Privacy Guardian 4.1.0.37 crack
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