| Author |
Message |
 Topic: EXCEL programs for civil engineers |
amit_sharma
Replies: 143
Views: 133866
|
 Forum: SEFI General Discussion Posted: Mon Feb 17, 2014 5:42 am Subject: Re: EXCEL programs for civil engineers |
kindly send me that excel file designsolutions86@gmail.com
Dear All,
I have developed a excel sheet for getting the reinforcement details of columns from staad output.
Please check the file a ... |
| Topic: Regarding two concepts.... |
amit_sharma
Replies: 7
Views: 6151
|
Forum: SEFI General Discussion Posted: Mon Dec 23, 2013 12:19 pm Subject: regarding structural staad concept |
| Sir the second issue is:- if i designing a composite structure and all load bearing walls are raised from stone wall foundation, then should i take the wall load over the beams or not for each storey? ... |
| Topic: Regarding two concepts.... |
amit_sharma
Replies: 7
Views: 6151
|
Forum: SEFI General Discussion Posted: Fri Dec 20, 2013 12:35 pm Subject: Regarding two concepts.... |
Dear All SEFIANS, Kindly help me for the below two points :-
1. In staad, when we design a building, a depth of footing (which is in general 1.5 mtr) should add in column length or not. For exam ... |
| Topic: Foundation size for single storey large span structure |
amit_sharma
Replies: 15
Views: 14168
|
Forum: SEFI General Discussion Posted: Fri Dec 20, 2013 12:32 pm Subject: Foundation size for single storey large span structure |
Sir i am having two doubts :-
1. In staad, when we design a building, a depth of footing (which is in general 1.5 mtr) should add in column length or not. For example if my floor to floor height ... |
| Topic: Foundation design above River sand.... |
amit_sharma
Replies: 2
Views: 5825
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Wed Dec 11, 2013 5:05 pm Subject: Foundation design above River sand.... |
Thank You so much Sir...
Dear amit sharma
you can't provide isolated footing here because the SBC of soli is not good. The building is G+4 storey Calculate maximum axial load on the column and fin ... |
| Topic: consultancy fee structure |
amit_sharma
Replies: 152
Views: 220852
|
Forum: SEFI General Discussion Posted: Wed Dec 11, 2013 7:28 am Subject: Re: consultancy fee structure |
Exactly agreed with Dr. N. Subramanian Sir...
Dear Er Viren,
Note that in reality the consultancy fee is not actually dependent on the type of work! It depends on your status! If you are well kn ... |
| Topic: Foundation design above River sand.... |
amit_sharma
Replies: 2
Views: 5825
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Wed Dec 11, 2013 7:19 am Subject: Foundation design above River sand.... |
Dear All Sefians,
i am designing a hospital buiding located at Rajasthan. The building is G+4 storey.
The problem is this that according to SBC report, the SBC below 1 mtr from NGL 1.5 t/sq-mtr, be ... |
| Topic: Kindly Clear me these two concepts with reasons. |
amit_sharma
Replies: 0
Views: 4249
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Dec 10, 2013 2:39 am Subject: Kindly Clear me these two concepts with reasons. |
Dear All SEFIANS, Kindly help me for the below two points :-
1. In staad, when we design a building, a depth of footing (which is in general 1.5 mtr) should add in column length or not. For exam ... |
| Topic: About only structural cracks.. |
amit_sharma
Replies: 3
Views: 6060
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Tue Dec 10, 2013 2:31 am Subject: About only structural cracks.. |
| IS SP-25, Handbook on Causes & Prevention of Cracks in Building |
| Topic: About only structural cracks.. |
amit_sharma
Replies: 3
Views: 6060
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Fri Dec 06, 2013 2:25 am Subject: About only structural cracks.. |
Sir but its about non structural crack in building. Kindly tell me about "Structural crack in building"..
IS SP-25, Handbook on Causes & Prevention of Cracks in Building |
| |
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