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Author Message
  Topic: Famous Projects with mass concrete
coolestbliss

Replies: 1
Views: 1254

PostForum: SEFI General Discussion   Posted: Thu Jul 01, 2010 2:12 pm   Subject: Famous Projects with mass concrete
Any body knowing about famous projects in world where they have used mass concrete in foundations at very high temperatures
  Topic: Hot Weather Concreting of Mass Concrete
coolestbliss

Replies: 7
Views: 10256

PostForum: SEFI General Discussion   Posted: Thu Jul 01, 2010 7:26 am   Subject: Hot Weather Concreting of Mass Concrete
We are in the early planning stage for a large concrete pour during hot summer weather in Middle East (single continuous concreting / pouring for a massive raft foundations 50m x 50m on plan and 5m th ...
  Topic: Regarding column design
coolestbliss

Replies: 2
Views: 1909

PostForum: SEFI General Discussion   Posted: Wed Jun 30, 2010 5:03 am   Subject: Regarding column design
dear
i think top floor columns should not have high steel but instead to some extent ur are ture....if u apply seismic forces u will notice that u will get high steel in second storey than first stor ...
  Topic: Moment Magnification Due to Slenderness as per ACI-318
coolestbliss

Replies: 2
Views: 2168

PostForum: SEFI General Discussion   Posted: Wed Jun 30, 2010 4:59 am   Subject: Moment Magnification Due to Slenderness as per ACI-318
dear sarfraz
if u r talking about dubai its ubc zone is 2A and soil classification depends on site and geotechinal report....for 2A zone value of Z=0.15...you can check ubc chapter 16 for these value ...
  Topic: Regarding P-D analysis.
coolestbliss

Replies: 22
Views: 26939

PostForum: SEFI General Discussion   Posted: Sun Jun 27, 2010 5:30 am   Subject: Regarding P-D analysis.
Dear Engineer,
P-Delta means P(load) x Delta(moment arm) = Moment M
If you have designed ur column on say 500 load (what ever the units are) and the column is SLENDER....now as you know
from ur pr ...
  Topic: EARTHQUAKE LOADS AND LIVE LOAD REDUCTION IN ETABS
coolestbliss

Replies: 4
Views: 4804

PostForum: SEFI General Discussion   Posted: Sat Jun 26, 2010 6:14 am   Subject: EARTHQUAKE LOADS AND LIVE LOAD REDUCTION IN ETABS
dear anoop your link is not working....always check your links before posting...
  Topic: EARTHQUAKE LOADS AND LIVE LOAD REDUCTION IN ETABS
coolestbliss

Replies: 4
Views: 4804

PostForum: SEFI General Discussion   Posted: Tue Jun 22, 2010 4:33 pm   Subject: EARTHQUAKE LOADS AND LIVE LOAD REDUCTION IN ETABS
hello dear new structural engineer

please remove the manual mesh from the model file and upload it again as its very time consuming to check some one's model with too refine mesh....please check y ...
  Topic: Books, Revit, Etabs
coolestbliss

Replies: 0
Views: 1193

PostForum: SEFI General Discussion   Posted: Sun Jun 20, 2010 2:12 pm   Subject: Books, Revit, Etabs
Here is a good blog for books, revit and etabs

[URL=http://www.coolestbliss363.blogspot.com]www.coolestbliss363.blogspot.com
  Topic: Concrete Filled Steel Tubes Quality and Weld
coolestbliss

Replies: 5
Views: 3051

PostForum: SEFI General Discussion   Posted: Sun Jun 20, 2010 11:27 am   Subject: Concrete Filled Steel Tubes Quality and Weld


<o>Important technical and production issues to be raised or look into during SAW Steel Pipe Mill review visit.?
Seamless Welded Large Diameter Steel Circular Section / SAW Pipe for Archite ...
 
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