| Author |
Message |
 Topic: Load Combination Syntax Generator (Eurocode) |
pravinagashe
Replies: 0
Views: 2753
|
 Forum: SEFI General Discussion Posted: Sat Jun 03, 2023 8:31 am Subject: Load Combination Syntax Generator (Eurocode) |
Dear Sefiens,
Hope you all are doing well.
In the earlier Post - I had shared with you all a Macro to calculate KZ Parameter for a Moment resisting frame. Hope you have found it useful for savin ... |
| Topic: A Macro to calculate KZ Parameter - Eurocode (NL) |
pravinagashe
Replies: 4
Views: 3400
|
Forum: SEFI General Discussion Posted: Fri Jun 02, 2023 8:31 pm Subject: Re: A Macro to calculate KZ Parameter - Eurocode (NL) |
Dear All,
The download link is shifted to following link
https://dl.orangedox.com/4Aq8DEcdxbR5cYS6FZ
Regards,
Pravin Agashe. |
| Topic: A Macro to calculate KZ Parameter - Eurocode (NL) |
pravinagashe
Replies: 4
Views: 3400
|
Forum: SEFI General Discussion Posted: Fri May 26, 2023 12:36 pm Subject: Post subject: Re: A Macro to calculate KZ Parameter - Eurocode (NL) |
I am not running any organization or I am not part of any software development company related to civil engineering services.
My intention behind this Post is to invite suggestions to make macros m ... |
| Topic: A Macro to calculate KZ Parameter - Eurocode (NL) |
pravinagashe
Replies: 4
Views: 3400
|
Forum: SEFI General Discussion Posted: Wed May 24, 2023 3:03 pm Subject: A Macro to calculate KZ Parameter - Eurocode (NL) |
Dear All,
I have prepared one Macro to calculate the KZ parameter for a Moment Resisting Sway Frame. Currently the Macro is developed for Eurocode, National Annex - Netherlands.
I have attached ... |
| Topic: ACI, appendix D, clause D.5.2.9 |
pravinagashe
Replies: 2
Views: 3916
|
Forum: SEFI General Discussion Posted: Mon Jun 27, 2016 10:40 pm Subject: ACI, appendix D, clause D.5.2.9 |
[FONT=Tahoma, Arial, Helvetica, sans-serif]Dear All,
I have a query pertaining Clause D.5.2.9, Appendix D of ACI-318M-08.
I am posting below the clauses under discussion for your ready reference.
... |
| Topic: Design of Aluminium Structures |
pravinagashe
Replies: 6
Views: 5491
|
Forum: SEFI General Discussion Posted: Sun Jan 01, 2012 8:05 am Subject: Design of Aluminium Structures |
| Thanks a lot Balaji Sir & Harsoda Ji. |
| Topic: Design of Aluminium Structures |
pravinagashe
Replies: 6
Views: 5491
|
Forum: SEFI General Discussion Posted: Fri Dec 30, 2011 8:25 am Subject: Design of Aluminium Structures |
Dear All,
I want to have codal provisions for Design of Aluminium structures. Please let me know the relevent IS, BS or Euro code number. Also if somebody is having it (code or any litterature per ... |
| Topic: Isometric |
pravinagashe
Replies: 6
Views: 4672
|
Forum: Speak Out Box Posted: Wed Dec 21, 2011 7:58 am Subject: Isometric |
Hi Pankaj,
I think the views given by you shows two plane Laminae with a square hole at their center which are at right angles to each other. Thus the side view shall be "L" shaped. |
| Topic: SOIL STRUCTURE INTERACTION OF TALL BUILDINGS |
pravinagashe
Replies: 6
Views: 4887
|
Forum: SEFI General Discussion Posted: Sat Nov 19, 2011 4:58 am Subject: SOIL STRUCTURE INTERACTION OF TALL BUILDINGS |
Dear All,
To prevent the overturning effect we also consider the overburden pressure by filling the top of footing slab with rubbles or dence material & lowering the depth of footing so as to ... |
| Topic: CHECKING OF STRUCTURE AGAINST OVERTURNING |
pravinagashe
Replies: 5
Views: 6018
|
Forum: SEFI General Discussion Posted: Fri Aug 26, 2011 3:43 am Subject: Re: CHECKING OF STRUCTURE AGAINST OVERTURNING |
Whether checking of structure against overturning would be done for ultimate limit state or serviceability limit state of load or both?
Further would it be adequate to ensure safety of the structu ... |
| |
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