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Author Message
  Topic: cut and cover tunnel staad file
ajeet_08

Replies: 0
Views: 802

PostForum: SEFI General Discussion   Posted: Mon May 14, 2012 6:29 am   Subject: cut and cover tunnel staad file
[SIZE=3][FONT=Arial]Dear All,[/FONT][/SIZE]
<xml><o>[SIZE=3][FONT=Arial] [/FONT][/SIZE]</o>
[SIZE=3][FONT=Arial] Please find herewith attached cut and cover tunnel staad file. ...
  Topic: cut and cover tunnel staad file
ajeet_08

Replies: 0
Views: 662

PostForum: SEFI General Discussion   Posted: Mon May 14, 2012 6:24 am   Subject: cut and cover tunnel staad file
[SIZE=3][FONT=Arial]Dear All,[/FONT][/SIZE]
<xml><o>[SIZE=3][FONT=Arial] [/FONT][/SIZE]</o>
[SIZE=3][FONT=Arial] Please find herewith attached cut and cover tunnel staad file. ...
  Topic: Inclined Floor Load in Staad
ajeet_08

Replies: 3
Views: 5229

PostForum: SEFI General Discussion   Posted: Sun Dec 11, 2011 4:50 pm   Subject: Inclined Floor Load in Staad
[SIZE=3][FONT=Times New Roman]Dear Mr Suresh Sharma.[/FONT][/SIZE]
[SIZE=3][FONT=Times New Roman]I checked you staad and finally I found the distribution of load on beam is not correct due to floor ...
  Topic: Inclined Floor Load in Staad
ajeet_08

Replies: 3
Views: 5229

PostForum: SEFI General Discussion   Posted: Sun Dec 11, 2011 10:42 am   Subject: Inclined Floor Load in Staad
[SIZE=3][FONT=Times New Roman]Dear All,[/FONT][/SIZE]
[SIZE=3][FONT=Times New Roman] Here I am try to applied inclined floor load on my staad modeling but there are some problem ,Staad not taking ...
  Topic: Doubt regarding Strong Column - Weak Beam Modelling, etc
ajeet_08

Replies: 6
Views: 4512

PostForum: SEFI General Discussion   Posted: Wed Nov 03, 2010 7:47 pm   Subject: Doubt regarding Strong Column - Weak Beam Modelling, etc
[SIZE=3][FONT=Calibri]Dear Sir [/FONT][/SIZE]
[SIZE=3][FONT=Calibri][/FONT][/SIZE]

[SIZE=3][FONT=Calibri]You are absolutely right, definitely its not practically possible to check all joint manual ...
  Topic: Doubt regarding Strong Column - Weak Beam Modelling, etc
ajeet_08

Replies: 6
Views: 4512

PostForum: SEFI General Discussion   Posted: Sun Oct 31, 2010 4:05 pm   Subject: Doubt regarding Strong Column - Weak Beam Modelling, etc
Clauses 7.2.1 of IS13920 Example no-V of Commentary on Ductile Detailing of RC Structure by Dr. S.K Jain and Dr. C.V.R Murty,Document no-IITK-GSDMA-EQ16-V1.0 [/FONT][/SIZE]
  Topic: How to design a T shaped column?
ajeet_08

Replies: 10
Views: 7183

PostForum: SEFI General Discussion   Posted: Thu Oct 28, 2010 5:34 pm   Subject: How to design a T shaped column?
[SIZE=3][FONT=Calibri]Dear Ramakrishna,<xml><o></o>[/FONT][/SIZE]
[SIZE=3][FONT=Calibri]You can also go through (Again I m referring ) Reinforced concrete Design (Pillai and Menon) ...
  Topic: Slenderness moment
ajeet_08

Replies: 3
Views: 1960

PostForum: SEFI General Discussion   Posted: Thu Oct 28, 2010 5:04 pm   Subject: Slenderness moment
second order analysis (P-Δ effect)Reinforced Concrete Design (Pillai and Menon text Book)

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  Topic: PUNCHING SHEAR REINFORCEMENT - urgent
ajeet_08

Replies: 21
Views: 9833

PostForum: SEFI General Discussion   Posted: Thu Oct 28, 2010 4:24 pm   Subject: PUNCHING SHEAR REINFORCEMENT - urgent
Dr. N. that was published in April 2005- The Indian Concrete (Here the[FONT=Verdana,sans-serif][COLOR=#a0a0a0]<xml><o></o>[/COLOR][/FONT]
[FONT=Verdana,sans-serif][COLOR=#a0a0a0][ ...
  Topic: Time to give back to SEFI
ajeet_08

Replies: 61
Views: 35845

PostForum: Official Announcements Archive   Posted: Sun Oct 24, 2010 6:29 pm   Subject: Time to give back to SEFI
[FONT=Verdana,sans-serif][COLOR=#a0a0a0]Dear Madam<xml><o></o>[/COLOR][/FONT]
[FONT=Verdana,sans-serif][COLOR=#a0a0a0]<o></o>[/COLOR][/FONT]
[FONT=Verdana,sans-serif] ...
 
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