<![CDATA[Civil Engineering Association - Calculation Notes & Analysis Files]]> https://forum.civilea.com/ Wed, 27 May 2026 14:18:57 +0000 MyBB <![CDATA[Design of TAngent Pile wall]]> https://forum.civilea.com/showthread.php?tid=56970 Fri, 03 Jun 2022 01:02:42 +0300 pelelo]]> https://forum.civilea.com/showthread.php?tid=56970
Anyone recommends a good reference that could be used to design tangent pile walls?.

I am involved in 10 ft deep excavation in which the best option will be to use tangent piles to support an adjacent house that was built right on the property boundary.

Please advise.]]>
Anyone recommends a good reference that could be used to design tangent pile walls?.

I am involved in 10 ft deep excavation in which the best option will be to use tangent piles to support an adjacent house that was built right on the property boundary.

Please advise.]]> <![CDATA[Control Room Calculation Notes (Blast Proof)]]> https://forum.civilea.com/showthread.php?tid=56671 Tue, 14 Dec 2021 13:12:30 +0200 Administrator]]> https://forum.civilea.com/showthread.php?tid=56671 Control Room Calculation Notes (Blast Proof)
| Size: 539 KB| Format: DOC| Quality: Original preprint| Publisher: www.CivilEA.com| Year: 2014| pages: 18


[Image: download.png]

.rar   cONTROL_bUILDING.rar (Size: 539.34 KB / Downloads: 97)


[Image: password.png][/align]
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 V2.4.0
]]> Control Room Calculation Notes (Blast Proof)
| Size: 539 KB| Format: DOC| Quality: Original preprint| Publisher: www.CivilEA.com| Year: 2014| pages: 18


[Image: download.png]

.rar   cONTROL_bUILDING.rar (Size: 539.34 KB / Downloads: 97)


[Image: password.png][/align]
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 V2.4.0
]]> <![CDATA[Design Examples Mega Columns]]> https://forum.civilea.com/showthread.php?tid=55487 Mon, 11 Feb 2019 21:09:08 +0200 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=55487 Design Examples Mega Columns

Size: 1.07 MB | Format: PDF | Quality: Original preprint | pages: 74

[Image: 37110953871308363550.jpg]


[Image: info.png]

Abstract
Composite mega columns of tall buildings are currently designed with continuous built-up sections, welded in the fabrication shop and spliced on the job site without any prequalified welding procedure. This leads to highly restrained welds and splices which, under severe dynamic loadings, will likely crack before exhibiting any ductile behavior. These tall buildings have not been submitted to severe earthquakes, but it will happen. The 1994 earthquake in Northridge, California, taught us that welding procedures, beam-to-column connections and column splices have to be as simple as possible to properly and reliably work as anticipated.
Using multiple rolled sections encased into concrete is the solution for increasing the safety of tall buildings. It leads to less welding, less fabrication works and reliable simple splices which have been used for decades in high-rise projects.
AISC allows engineers to design composite sections built-up from two or more encased steel. But, it doesn’t explain how to perform and check the design. This paper offers a method to do it. The method is explained by means of design examples covering combined axial compression, bending and shear.

[Image: download.png]
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
]]> Design Examples Mega Columns

Size: 1.07 MB | Format: PDF | Quality: Original preprint | pages: 74

[Image: 37110953871308363550.jpg]


[Image: info.png]

Abstract
Composite mega columns of tall buildings are currently designed with continuous built-up sections, welded in the fabrication shop and spliced on the job site without any prequalified welding procedure. This leads to highly restrained welds and splices which, under severe dynamic loadings, will likely crack before exhibiting any ductile behavior. These tall buildings have not been submitted to severe earthquakes, but it will happen. The 1994 earthquake in Northridge, California, taught us that welding procedures, beam-to-column connections and column splices have to be as simple as possible to properly and reliably work as anticipated.
Using multiple rolled sections encased into concrete is the solution for increasing the safety of tall buildings. It leads to less welding, less fabrication works and reliable simple splices which have been used for decades in high-rise projects.
AISC allows engineers to design composite sections built-up from two or more encased steel. But, it doesn’t explain how to perform and check the design. This paper offers a method to do it. The method is explained by means of design examples covering combined axial compression, bending and shear.

[Image: download.png]
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
]]> <![CDATA[analysis of 3 storey school bldg. using RAM SS (the project can be foun]]> https://forum.civilea.com/showthread.php?tid=55139 Thu, 05 Jul 2018 11:42:34 +0300 uev_482]]> https://forum.civilea.com/showthread.php?tid=55139 analysis of 3 storey school bldg. using RAM SS (the project can be found in the book of SK Gosh & Fanella(Seismic & Wind Design of Concrete Bldg.)

  • Size: 1248 KB
  • Quality: Unspecified

Based on the results, I think RAM SS is better than ETABS and STAAD PRO as far as design of concrete or steel building system is concerned.

[Image: download.png]

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
]]> analysis of 3 storey school bldg. using RAM SS (the project can be found in the book of SK Gosh & Fanella(Seismic & Wind Design of Concrete Bldg.)

  • Size: 1248 KB
  • Quality: Unspecified

Based on the results, I think RAM SS is better than ETABS and STAAD PRO as far as design of concrete or steel building system is concerned.

[Image: download.png]

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
]]> <![CDATA[Warehouse (gable Frame) calculation notes and drawings]]> https://forum.civilea.com/showthread.php?tid=54784 Sat, 13 Jan 2018 17:43:07 +0200 Administrator]]> https://forum.civilea.com/showthread.php?tid=54784 Warehouse (gable Frame) calculation notes and drawings
*** This is our VIP exclusive product (on 05-01-2013) that we release it for all member today ***

Size: 6.22 MB | Format: PDF | Quality: Original preprint | Year: 2010

[Image: 18353401724083823300.png]

[Image: 22112918257497452518.png]

[Image: 39992787887656111088.png]


[Image: info.png]

Calculation notes of a gable-steel-frame, with construction drawings.
This is real building and drawings that all documents has been officially issued and approved.
I share it with you,


[Image: download.png]
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
***************************************




[Image: password.png]
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
***************************************
]]> Warehouse (gable Frame) calculation notes and drawings
*** This is our VIP exclusive product (on 05-01-2013) that we release it for all member today ***

Size: 6.22 MB | Format: PDF | Quality: Original preprint | Year: 2010

[Image: 18353401724083823300.png]

[Image: 22112918257497452518.png]

[Image: 39992787887656111088.png]


[Image: info.png]

Calculation notes of a gable-steel-frame, with construction drawings.
This is real building and drawings that all documents has been officially issued and approved.
I share it with you,


[Image: download.png]
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
***************************************




[Image: password.png]
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
***************************************
]]> <![CDATA[Detailed Engineering Assessment Report]]> https://forum.civilea.com/showthread.php?tid=52507 Tue, 09 Feb 2016 09:14:28 +0200 bhuiyan]]> https://forum.civilea.com/showthread.php?tid=52507 Detailed Engineering Assessment

  • Author(s): Soulhug Bhuiyan & Nazmul Huda
  • Published By: Soulhug Bhuiyan
  • Published Year: 9.2.2016
  • Size: 2.14 MB
  • Quality: Original preprint
  • Abstract: It is the first upload of any real time DEA report in CivilEA or any other civil engineering forums. All the effort goes to our assessor and who complied this report as per our guideline and code prescribed rules. I have dedicated this report to all structural engineer who are working to ensure the safety of any building or structure. Also put your valuable comments so that we can upgrade the report standard.

    On 14 December 2013, ARUP carried out a visual structural survey of this project. They have major concern about the following conditions in a factory building.

     Design check all columns, beams and slabs. Create loading plans and heights to match actual structural code capacity.
     Mezzanine: Uncontrolled loading on cantilever
     Mezzanine: Plan and height restrictions to be introduced to prevent future overloading. (Loading plans in line with design loads from engineer)

    We carried out a Detailed Engineering Assessment of this structure especially considering the conditions described above and step by step carried out the remediation criteria.

    A detailed calculation and analysis has been described in the rest of the report.

[Image: download.png]

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


[Image: comments.png]

If you face any problem in downloading, please let me know . . .


[Image: password.png]

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
]]> Detailed Engineering Assessment

  • Author(s): Soulhug Bhuiyan & Nazmul Huda
  • Published By: Soulhug Bhuiyan
  • Published Year: 9.2.2016
  • Size: 2.14 MB
  • Quality: Original preprint
  • Abstract: It is the first upload of any real time DEA report in CivilEA or any other civil engineering forums. All the effort goes to our assessor and who complied this report as per our guideline and code prescribed rules. I have dedicated this report to all structural engineer who are working to ensure the safety of any building or structure. Also put your valuable comments so that we can upgrade the report standard.

    On 14 December 2013, ARUP carried out a visual structural survey of this project. They have major concern about the following conditions in a factory building.

     Design check all columns, beams and slabs. Create loading plans and heights to match actual structural code capacity.
     Mezzanine: Uncontrolled loading on cantilever
     Mezzanine: Plan and height restrictions to be introduced to prevent future overloading. (Loading plans in line with design loads from engineer)

    We carried out a Detailed Engineering Assessment of this structure especially considering the conditions described above and step by step carried out the remediation criteria.

    A detailed calculation and analysis has been described in the rest of the report.

[Image: download.png]

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


[Image: comments.png]

If you face any problem in downloading, please let me know . . .


[Image: password.png]

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
]]> <![CDATA[Design of a new Building for Nablus Municipality]]> https://forum.civilea.com/showthread.php?tid=49965 Sun, 04 Jan 2015 20:22:30 +0200 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=49965
detail sap design

Author: Eng.Ayman Kandeel | Size: 2.9 MB | Format: PDF | Quality: Original preprint | Publisher: Eng.Ayman Kandeel | Year: 2012 | pages: 130

[Image: 33998659209894920626.jpg]


[Image: info.png]

[Image: 57620631940166688783.jpg]

[Image: 61867136861721939488.jpg]

[Image: 53137096628100054328.jpg]


[Image: 37831893865218353503.jpg]
[Image: download.png]
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 v2.2.0
]]>
detail sap design

Author: Eng.Ayman Kandeel | Size: 2.9 MB | Format: PDF | Quality: Original preprint | Publisher: Eng.Ayman Kandeel | Year: 2012 | pages: 130

[Image: 33998659209894920626.jpg]


[Image: info.png]

[Image: 57620631940166688783.jpg]

[Image: 61867136861721939488.jpg]

[Image: 53137096628100054328.jpg]


[Image: 37831893865218353503.jpg]
[Image: download.png]
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 v2.2.0
]]> <![CDATA[Steel Shear Wall Project in ETABS]]> https://forum.civilea.com/showthread.php?tid=49637 Wed, 19 Nov 2014 16:49:53 +0200 pezhmankhan]]> https://forum.civilea.com/showthread.php?tid=49637
Steel Shear Wall Project in ETABS

Size: 975 KB

[Image: 41554348644742042184.png]


[Image: info.png]

Steel Plate Shear Walls are an effective and economical method of resisting lateral forces on structures due to wind and earthquakes.

This project use Steel Plate Shear Wall in a ten story building. This project use Strip model to analysis steel plate shear wall.

This file has a Excel program to calculate parameter in strip model. Also, the screen shot of chapter 20 of CSA-S16-09, is added in the second sheet for more details.

[Image: download.png]
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
***************************************



[Image: comments.png]
Some site steal this material from other site and sell them.
The source of this file is:
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
***************************************

But the attached spreadsheet in our forum is translated to English and also the chapter 20 of CSA-S16-09, is added in the second sheet for more details.


[Image: password.png]
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 [b]CivilEA Post-Generator v2.2.0
]]>
Steel Shear Wall Project in ETABS

Size: 975 KB

[Image: 41554348644742042184.png]


[Image: info.png]

Steel Plate Shear Walls are an effective and economical method of resisting lateral forces on structures due to wind and earthquakes.

This project use Steel Plate Shear Wall in a ten story building. This project use Strip model to analysis steel plate shear wall.

This file has a Excel program to calculate parameter in strip model. Also, the screen shot of chapter 20 of CSA-S16-09, is added in the second sheet for more details.

[Image: download.png]
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
***************************************



[Image: comments.png]
Some site steal this material from other site and sell them.
The source of this file is:
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
***************************************

But the attached spreadsheet in our forum is translated to English and also the chapter 20 of CSA-S16-09, is added in the second sheet for more details.


[Image: password.png]
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 [b]CivilEA Post-Generator v2.2.0
]]> <![CDATA[AL-TILAL PROJECT - PHASEII]]> https://forum.civilea.com/showthread.php?tid=49466 Fri, 31 Oct 2014 15:51:23 +0200 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=49466
AL-TILAL PROJECT - PHASEII

Author: DAR AL-ARKAN | Size: 2.76 MB | Format: PDF | Quality: Original preprint | Year: 2008 | pages: 87

[Image: 92133645832546202934.jpg]


[Image: info.png]

[Image: 46339871658155339530.jpg]

[Image: 43628238850188445725.jpg]

[Image: download.png]
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 v2.2.0
]]>
AL-TILAL PROJECT - PHASEII

Author: DAR AL-ARKAN | Size: 2.76 MB | Format: PDF | Quality: Original preprint | Year: 2008 | pages: 87

[Image: 92133645832546202934.jpg]


[Image: info.png]

[Image: 46339871658155339530.jpg]

[Image: 43628238850188445725.jpg]

[Image: download.png]
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 v2.2.0
]]> <![CDATA[Analysis and Final Report for Tall Building]]> https://forum.civilea.com/showthread.php?tid=49418 Sat, 25 Oct 2014 18:39:16 +0300 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=49418
Analysis and Final Report for Tall Building

Size: 14.21 MB | Format: PDF | Quality: Original preprint | Year: 2009 | pages: 392

[Image: 36799001090719111017.jpg]


[Image: info.png]

[Image: 05487801353658479633.jpg]

[Image: 06621420771216489249.jpg]

[Image: download.png]
Direct Link
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 v2.2.0
]]>
Analysis and Final Report for Tall Building

Size: 14.21 MB | Format: PDF | Quality: Original preprint | Year: 2009 | pages: 392

[Image: 36799001090719111017.jpg]


[Image: info.png]

[Image: 05487801353658479633.jpg]

[Image: 06621420771216489249.jpg]

[Image: download.png]
Direct Link
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 v2.2.0
]]> <![CDATA[EMA Hospital - Final Design Project Report]]> https://forum.civilea.com/showthread.php?tid=49360 Thu, 16 Oct 2014 16:34:10 +0300 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=49360
EMA Hospital - Final Design Project Report

Author: Ehsan Mirnateghi - Mansoor Almazrooei - Ali Mobarak Advisor: Dr. Elias Saqan | Size: 2.75 MB | Format: PDF | Quality: Original preprint | Publisher: Amiracan University IN Dubai | Year: 2009 | pages: 99

[Image: 86717456115964765837.jpg]


[Image: info.png]

[Image: 28240852729399114304.jpg]

[Image: 10497863763427166109.jpg]
[Image: download.png]
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 v2.2.0
]]>
EMA Hospital - Final Design Project Report

Author: Ehsan Mirnateghi - Mansoor Almazrooei - Ali Mobarak Advisor: Dr. Elias Saqan | Size: 2.75 MB | Format: PDF | Quality: Original preprint | Publisher: Amiracan University IN Dubai | Year: 2009 | pages: 99

[Image: 86717456115964765837.jpg]


[Image: info.png]

[Image: 28240852729399114304.jpg]

[Image: 10497863763427166109.jpg]
[Image: download.png]
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 v2.2.0
]]> <![CDATA[calculation note for 11 story building]]> https://forum.civilea.com/showthread.php?tid=49318 Sat, 11 Oct 2014 17:23:13 +0300 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=49318
calculation note for 11 story building

Author: Eng. Magdy Mahmoud | Size: 4.83 MB | Format: PDF | Quality: Original preprint | Publisher: Eng. Magdy Mahmoud | Year: 2014 | pages: 64

[Image: 04969213033934476893.jpg]


[Image: info.png]

[Image: 72600927924625440105.jpg]

[Image: 26574517216606876967.jpg]

[Image: 75305206578431492668.jpg]

[Image: download.png]
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 v2.2.0
]]>
calculation note for 11 story building

Author: Eng. Magdy Mahmoud | Size: 4.83 MB | Format: PDF | Quality: Original preprint | Publisher: Eng. Magdy Mahmoud | Year: 2014 | pages: 64

[Image: 04969213033934476893.jpg]


[Image: info.png]

[Image: 72600927924625440105.jpg]

[Image: 26574517216606876967.jpg]

[Image: 75305206578431492668.jpg]

[Image: download.png]
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 v2.2.0
]]> <![CDATA[Innovative Stadium Design]]> https://forum.civilea.com/showthread.php?tid=48927 Sat, 30 Aug 2014 03:38:09 +0300 RyanRS]]> https://forum.civilea.com/showthread.php?tid=48927
Innovative Stadium Design

Author: Robert Fransen | Size: 37 MB | Format: PDF | Quality: Original preprint | Year: 2012 | pages: 204

[Image: 56581529649283333467.jpg]


[Image: download.png]
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 v2.2.0
]]>
Innovative Stadium Design

Author: Robert Fransen | Size: 37 MB | Format: PDF | Quality: Original preprint | Year: 2012 | pages: 204

[Image: 56581529649283333467.jpg]


[Image: download.png]
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 v2.2.0
]]> <![CDATA[Energy of Deformation in the Slow Axial Loading of a Column]]> https://forum.civilea.com/showthread.php?tid=48293 Sat, 12 Jul 2014 05:08:53 +0300 ishvaaag]]> https://forum.civilea.com/showthread.php?tid=48293
Energy of deformation in the slow axial loading of a column

Author: ishvaaag | Size: 66 KB | Format: PDF | Quality: Original preprint | Year: 2014 | pages: 2


[Image: download.png]
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
***************************************


[Image: password.png]
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 v2.2.0
]]>
Energy of deformation in the slow axial loading of a column

Author: ishvaaag | Size: 66 KB | Format: PDF | Quality: Original preprint | Year: 2014 | pages: 2


[Image: download.png]
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
***************************************


[Image: password.png]
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 v2.2.0
]]> <![CDATA[steel calculation note]]> https://forum.civilea.com/showthread.php?tid=48073 Fri, 27 Jun 2014 21:49:54 +0300 mowafi3m]]> https://forum.civilea.com/showthread.php?tid=48073
steel calculation note

Size: 2.55 MB | Format: PDF | Quality: Unspecified | pages: 83

[Image: 16682073798710509177.jpg]


[Image: info.png]

[Image: 40746615863747906710.jpg]

[Image: 67595225145700040152.jpg]

[Image: 00187752879432524488.jpg]

[Image: 78422721389225374407.jpg]

[Image: download.png]
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 v2.2.0
]]>
steel calculation note

Size: 2.55 MB | Format: PDF | Quality: Unspecified | pages: 83

[Image: 16682073798710509177.jpg]


[Image: info.png]

[Image: 40746615863747906710.jpg]

[Image: 67595225145700040152.jpg]

[Image: 00187752879432524488.jpg]

[Image: 78422721389225374407.jpg]

[Image: download.png]
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 v2.2.0
]]>