| Author |
Message |
 Topic:Retrofitting of existing Structure Pedestal |
gauravmaroo
Replies:0
Views:1799
|
 Forum:SEFI General DiscussionPosted: Thu Jun 06, 2019 12:03 pm Subject:Retrofitting of existing Structure Pedestal |
Hello everyone,
In one of my recent project I have encountered a situation where due to increase in loads existing pedestal of PipeRack is required to be retrofitted.check attached sketch for more de ... |
| Topic:Design of Thrust Block |
gauravmaroo
Replies:2
Views:3060
|
Forum:SEFI General DiscussionPosted: Tue Jul 23, 2013 6:08 am Subject:Design of Thrust Block |
| [TABLE] [TR] [TD] [JUSTIFY]Hello Everyone[/JUSTIFY][/TD] [/TR] [TR] [TD] [JUSTIFY]It�s a long time since I am putting my query on SEFI .Hope all doing well in their works.& ... |
| Topic:Add Board near Highway |
gauravmaroo
Replies:10
Views:6205
|
Forum:SEFI General DiscussionPosted: Mon Jan 02, 2012 5:18 am Subject:Add Board near Highway |
Dear SEFI Member
Kindly check Wind acting at 45 degree to board surface...which will produce forces in both directions...hence a footing size of this shall be checked......secondly why cant u go deep ... |
| Topic:Box Pushing Techniques for underbridges |
gauravmaroo
Replies:7
Views:13257
|
Forum:Dams and BridgesPosted: Wed Dec 28, 2011 11:33 am Subject:Box Pushing Techniques for underbridges |
Dear SEFI Member
You can ask our senior sefi member Mr Alok Bhowmic for this issue....also attached is his own article published a few months back .
https://www.casagrandegroup.com/dati/download/ ... |
| Topic:Retaning wall connecting building slab |
gauravmaroo
Replies:16
Views:12293
|
Forum:SEFI General DiscussionPosted: Thu Dec 22, 2011 9:22 am Subject:Retaning wall connecting building slab |
Dear SEFI Member
The Retaining wall situation ur having is most practical and commanly occuring....this type of wall shall be check under following conditions.
A)During Construction and before ca ... |
| Topic:Minimum no. of piles under columns |
gauravmaroo
Replies:12
Views:18736
|
Forum:SEFI General DiscussionPosted: Wed Dec 21, 2011 5:33 am Subject:Minimum no. of piles under columns |
Dear SEFI member
As per IRC 78 and IS 2911 there is no limitation regarding using single pile below column/pier as far as it satisfy all safety checks. IRC has even allowed the same single pile shaf ... |
| Topic:Seismic clause in IRC 6 2010 |
gauravmaroo
Replies:5
Views:12493
|
Forum:Dams and BridgesPosted: Sat Sep 03, 2011 8:35 am Subject:Seismic clause in IRC 6 2010 |
Dear SEFI member
Refer IRC6-2010 CL 219.5.1 which has Feq without using R.....means from past code to this only change is R=2.5 to R=4 ....which means
Feq = Ah(Dead load +Appropriate live load)
... |
| Topic:Seismic clause in IRC 6 2010 |
gauravmaroo
Replies:5
Views:12493
|
Forum:Dams and BridgesPosted: Sat Sep 03, 2011 6:44 am Subject:Seismic clause in IRC 6 2010 |
Dear SEFI member
There are many refinements in IRC 6 2010 as compared with its previous version ...the major revisions are
i) Contribution of Live load for calculation of seismic forces shall be o ... |
| Topic:application of 70R loading |
gauravmaroo
Replies:2
Views:11847
|
Forum:Dams and BridgesPosted: Mon Aug 08, 2011 5:05 am Subject:application of 70R loading |
Dear Member
Kindly observe vehicle moving on the roads...you will get ur answer...70R is a hypothetical vehicle laod for design.... |
| Topic:Garden Bridge Design |
gauravmaroo
Replies:5
Views:4791
|
Forum:SEFI General DiscussionPosted: Sat Aug 06, 2011 6:02 am Subject:Garden Bridge Design |
Dear Member
i) You can make a line model (2D) in AUTOCAD for your arch and break it in small parts.......
ii)make a auto cad DXF file that can be inported in staadpro.
iii)now its a unit ... |
|
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