Anybody can explain about what is the unit table output "center mass rigidity" at column " Mass X or Mass Y"on ETABs?
I was thinking why when I change the global unit kN-m to kN-mm it just different about 1000x, has it actually to be same or else?
And if we need the mass in unit tons, how to obtain from ETABs?
Structural steel detailing - Training Manual By Quest
Published by Quest.
PDF size : 3.44 Mb
Pages : 99
Structural Steel Detailing is the process of converting design drawings (engineering drawings / contract drawings) to shop drawings (fabrication drawings) to facilitate easy and speedy fabrication of structural members in shop.This manual is presented with numerous illustrations on structural steel detailing. Explanations are given in a lucid way.
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:
***************************************
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:
hi friends i hv solved one RCC building by dynamic analysis using etabs but i m unable to read the output results of story shear can any body explain....... i hv solved same problem manually i got base shear 1320KN.........i hv attached file also plz help me.....
etabs file
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:
can any on please upload this paper if you have"O’Rourke, M. J., and X. Liu (editors) MCEER (1999), Response of Buried Pipelines Subject to
Earthquake Effects, Multidisciplinary center for Earthquake Engineering and Research (MCEER), MCEER Monograph No-3, US."
Thanks in advance.
Does anyone help me about modeling of elastomeric bearing below bridge girder using sap 2000? How can it can be modeled, what type of link support type to be used for it, what will be its mass, weight, effective stiffness, what will be the six degrees of freedom? Thanks in advance...
Code of practice for the structural use of steel - 2005 - Hongkong
By Buildings Department, Hongkong
In 1987 Hong Kong published its own code based on the permissible stress design for the use of structural steel. In recognition of the stated aim of The Government of The Hong Kong Special Administrative Region to develop a technology driven and knowledge based society, the Hong Kong Buildings Department commissioned a Consultancy Study to carry out reviews of structural steel design practice in Hong Kong and overseas and to draft a new limit state code for the Structural Use of Steel using Limit State Approach.
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:
***************************************
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:
Design of Cold-Formed Steel Structures - Helsinki university
Helsinki University of Technology Laboratory of Steel Structures Publications 15.
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:
![[Image: info.png]](https://forum.civilea.com/postgen/info.png)
![[Image: screen.png]](https://forum.civilea.com/postgen/screen.png)
![[Image: 02381525147753062720.jpg]](https://pic.civilea.com/images/02381525147753062720.jpg)
![[Image: Download.png]](https://forum.civilea.com/postgen/Download.png)
![[Image: password.png]](https://forum.civilea.com/postgen/password.png)
![[Image: etabs.png.html]](http://rapidshare.com/files/369083861/etabs.png.html)
![[Image: 23699383928467534262.jpg]](https://pic.civilea.com/images/23699383928467534262.jpg)
![[Image: 61119593417851063110.jpg]](https://pic.civilea.com/images/61119593417851063110.jpg)