| Author |
Message |
 Topic: plinth beam over random rubble masonry |
Madan Lal Bairwa
Replies: 4
Views: 6158
|
 Forum: SEFI General Discussion Posted: Sun Jul 22, 2012 11:07 am Subject: plinth beam over random rubble masonry |
dear friend the plinth beam over rr masonary cosidered as dpc so u can use 230/width of rr x150 mm because all load taken by rr masonary below plinth level..
On Sat, Jul 21, 2012 at 2:21 PM, sendhi ... |
| Topic: EXCEL programs for civil engineers |
Madan Lal Bairwa
Replies: 143
Views: 141224
|
Forum: SEFI General Discussion Posted: Fri Jul 08, 2011 6:33 am Subject: Re: EXCEL programs for civil engineers |
SIR WHERE IS UR EXEL PROGRAMME
Dear All,
I have developed a excel sheet for getting the reinforcement details of columns from staad output.
Please check the file and please raise your queries /su ... |
| Topic: EXCEL programs for civil engineers |
Madan Lal Bairwa
Replies: 143
Views: 141224
|
Forum: SEFI General Discussion Posted: Tue Jun 21, 2011 9:50 am Subject: Re: EXCEL programs for civil engineers |
dear sir send me ur exel file at my email id -- madanlal.mnit@gmail.com--
Dear All,
I have developed a excel sheet for getting the reinforcement details of columns from staad output.
Please che ... |
| Topic: your 2nd no point |
Madan Lal Bairwa
Replies: 6
Views: 4440
|
Forum: SEFI General Discussion Posted: Tue Jun 07, 2011 6:27 am Subject: your 2nd no point |
| plz specify whether your both footings are isolated and if have top and bottom steel than no problem, if u have provided accurate top reinforcemet which required for negetive moment..if you not provid ... |
| Topic: SIZE OF RCC BEAM FROM CENTERING POINT OF VIEW |
Madan Lal Bairwa
Replies: 7
Views: 8380
|
Forum: SEFI General Discussion Posted: Tue May 17, 2011 3:08 pm Subject: hello suresh sir |
yes suresh i also wanna telling as you........
Dear Madan,
It is not necessary that adopting odd size of beam and column will make the construction economical. Odd size will increase the cost of sh ... |
| Topic: SIZE OF RCC BEAM FROM CENTERING POINT OF VIEW |
Madan Lal Bairwa
Replies: 7
Views: 8380
|
Forum: SEFI General Discussion Posted: Tue May 17, 2011 11:24 am Subject: DEAR RANJAN JI |
| DEAR RANJAN JI AS PER YOUR SUGGESTION FOR BEAM DEPTH TAKING IS RIGHT BUT THIS MODIFICATION IS APPLICABLE ONLY FOR SITE WORKABILITY OF WORK..IF YOU CAN TAKE ANOTHER SIZE OF BEAMS THAN THERE ONLY BE TOU ... |
| Topic: Design Consideration for Masjid/Mandir/Church/Gurudwara |
Madan Lal Bairwa
Replies: 6
Views: 7214
|
Forum: SEFI General Discussion Posted: Tue May 17, 2011 7:52 am Subject: dear abhinav |
| you can model basement wall in staad as plate provide..node to node...and u can design this in mannually as considered cantiliver wall or if this connected to outer columns than u can design it as sla ... |
| Topic: qualification required for structural design |
Madan Lal Bairwa
Replies: 31
Views: 45617
|
Forum: SEFI General Discussion Posted: Mon May 16, 2011 11:02 am Subject: can this rule follows in all india? |
| dear ur suggestion about this rule about specialisation i m agree but this rule must be in all india,,,,here in rajasthan thare is not more known people about structure engineers.........an architect ... |
| Topic: soft storey |
Madan Lal Bairwa
Replies: 12
Views: 47002
|
Forum: SEFI Web Site Problems/ Login/Registration Issues Posted: Sat May 14, 2011 6:44 am Subject: for soft story |
dear sir i want to cunfirm about below warning in staad out put
if any analysis of building showing warning of soft storey than v can accept it by designing column by 2.5 factor...or we must make the ... |
| Topic: about uder reamed pile foundation |
Madan Lal Bairwa
Replies: 0
Views: 3082
|
Forum: SEFI General Discussion Posted: Fri May 13, 2011 10:07 pm Subject: about uder reamed pile foundation |
dear sir,
i m designing a building of balasore urissa which in eq zone-3 , i m designing foundation as under reamed pile foundation, the building is G+4 floors and maximum column support reaction is ... |
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