SAP2000 V22

**joker™** · (This post was last modified: 05-15-2024, 07:07 AM by poolmand.)

CSI SAP2000 22.0.0

Size: 767 MB

New Features:

Multiple copies of the same model can now be run on different machines, and the analysis results merged together on a single machine for performing design and processing results. This can be particularly useful for running a large number of load cases (e.g., earthquakes for performance-based design, P-delta load cases for design by the Direct Analysis Method, etc.), and there are multiple machines available for running different load cases simultaneously.

An enhancement has been implemented in the concrete frame design codes ACI 318-14, ACI 318-11, and ACI 318-08 in which the delta_ns factor is now limited to 1.4 based on sections 6.2.6 and 6.6.4.5.1 of ACI 318-14, section 10.10.2.1 of ACI 318-11, and section 10.10.2.1 of ACI 318-08.

An enhancement has been made to the steel frame design codes Eurocode 3-2005, Italian NTC2008, and Italian NTC2018 in which the expression of Mcr is now being calculated according to Equation F.2 in Section F.1.2 of EC3:1993. It includes the C2*zg and C3*zj terms, where zg is the distance between the load application point and the shear center (zs), zj is defined in EC3:1993 Section F.1.2, and C2 and C3 are coefficients which depend on load conditions. Previously these terms were ignored and a simplified version of the formula for Mcr was being used. The term C2*zg considers the destabilizing effect of a compressive load placed on top of the beam and that passes through the shear center. This term can be ignored when either the bending moment diagram is linear along a part of a member due to restraints or when the load is applied at the shear center and therefore no destabilizing moments can occur. However, the term C2*zg cannot be assumed as zero for simply supported beams without lateral restraint and with the load applied at the top or bottom flanges. The second term C3*zj considers the effect of the section being singly-symmetric. The results were previously unconservative when the load was destabilizing and the beam was a deep beam.

An enhancement has been made to improve reporting for all concrete frame design codes for columns in which the reported design axial forces and bending moments were reported apparently randomly instead of the maximum values of a multi-valued combination, especially when the required rebar was the minimum. This also happened when a combination for which the case of minimum eccentricity moment about one of the axes was to be reported. Now the program reports the worst set of forces even if the rebar is not affected. This was not a bug. No design results are affected.

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Private Note:

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

tentaeste · (This post was last modified: 01-30-2020, 11:19 PM by rami1976.)

SAP2000 V22 EVALUATION VERSION

Size: 835 MB

SAP2000 Evaluation Limitations:

Models created in the Evaluation version are not compatible with the commercial version, and vice-versa. The Evaluation version should not be used to start any real project.
Models created in the Evaluation version may not be accessible when the evaluation license expires or the evaluation version is updated.
Models created in the Evaluation version are only good for 30 days and after that time can no longer be opened, however a new model file can still be created.
The model and data cannot be imported or exported.
Output can only be viewed on-screen.
The number of load cases is limited to 5.
64-bit analysis and user interface are not available.
The Open API is not available.
The CSiLoadOptimizer is not available.
External plug-ins are not available.
NOTE: Evaluation versions of CSI Software are for non-commercial use only.

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

This post has been made by CivilEA Post-Generator V2.3.1

**temp1366** · 02-14-2020, 01:07 PM

Semi-working medicine

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

---
Everything run fine (as far as I've tested), except drawing frame elements.

**temp1366** · 03-16-2020, 11:06 AM

SAP2000 V22.0 working medicine

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

mowafi3m · 04-18-2020, 10:10 PM

SAP 22 new Medicin without Conflict with ETABS

Size: 2.80 MB

Private Note:

[align=left]

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

This post has been made by CivilEA Post-Generator V2.3.1

**temp1366** · 06-09-2020, 02:22 PM

SAP2000 22 V22.1.0

Size: 777.77 MB

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

**joker™** · 10-21-2020, 07:54 AM

SAP2000 v22.2.0

Size: 784 MB

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Code:
***************************************

Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html

***************************************

Private Note: