www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners
here and here to upload downloaded attachment to check for safety.

Search found 11 matches
www.sefindia.org Forum Index
Author Message
  Topic: column design in staad
findravi1

Replies: 6
Views: 5467

PostForum: SEFI General Discussion   Posted: Mon Aug 07, 2017 9:51 am   Subject: long column design issue in staad
Same problem , i am also Facing while designing long column in Staad.
I observed that.. While long column designing, stadd not taking governing moments of particular case.

Example-


Section f ...
  Topic: Problem in locating a compound wall on rocks
findravi1

Replies: 7
Views: 3518

PostForum: SEFI General Discussion   Posted: Wed Aug 06, 2014 12:57 pm   Subject: Problem in locating a compound wall on rocks
u can try for precast walls. there are lot of agencies availabe in market
  Topic: Problem in locating a compound wall on rocks
findravi1

Replies: 7
Views: 3518

PostForum: SEFI General Discussion   Posted: Wed Aug 06, 2014 12:56 pm   Subject: Problem in locating a compound wall on rocks
1)provide columns at 2 to 3 m span. and local isolated footing for columns. place plinth beam and above it ur masonary, (concrete) block wall.

2) try for gabion wall if client intrested
  Topic: need help for column modeling in E-TABS
findravi1

Replies: 14
Views: 5119

PostForum: SEFI General Discussion   Posted: Wed Aug 06, 2014 12:47 pm   Subject: need help for column modeling in E-TABS
for width to depth ratio below 4, provide column.

for width to depth ratio above 4 provide as shell element(wall).

.
  Topic: slender column in staad pro?
findravi1

Replies: 2
Views: 2043

PostForum: SEFI General Discussion   Posted: Wed Aug 06, 2014 12:40 pm   Subject: slender column in staad pro?
ur intraction ratio check fails for 600 depth (Cl. 39.6, IS456:2000)

it is 0.98 for 700 depth
  Topic: RISE IN WATER TABLE
findravi1

Replies: 13
Views: 5495

PostForum: SEFI General Discussion   Posted: Fri Mar 08, 2013 3:56 pm   Subject: RISE IN WATER TABLE
Generally 1 to 2 m seasonal variations,  we r considering at the time of design. But u have to consult with geotec engineer On Mar 8, 2013 4:01 PM, "vinod7" <forum@sefindia.org ( Dear ...
  Topic: Beam Torsion in ETABS
findravi1

Replies: 30
Views: 35140

PostForum: SEFI General Discussion   Posted: Fri Mar 08, 2013 6:05 am   Subject: Beam Torsion in ETABS
Select beam. Go in properties modifier . Put value 0,  u will get effect On Mar 8, 2013 10:37 AM, "Kumar_Abhishek_Singh" <forum@sefindia.org ( Dear All,

Can anyone please let me k ...
  Topic: Basics of rebar detailing (UK)
findravi1

Replies: 6
Views: 5076

PostForum: Er. T. Rangarajan   Posted: Wed Aug 12, 2009 5:23 am   Subject: Basics of rebar detailing (UK)
ok sir, i will not put manual here.
  Topic: Basics of rebar detailing (UK)
findravi1

Replies: 6
Views: 5076

PostForum: Er. T. Rangarajan   Posted: Tue Aug 11, 2009 5:21 am   Subject: Basics of rebar detailing (UK)
hello sir

if u r considering this is copy paste material its ok.. but i have made this ppt for my new guys those who r intrested to know about UK detailing.
i think that at primary stage its borin ...
  Topic: Basics of rebar detailing (UK)
findravi1

Replies: 6
Views: 5076

PostForum: Er. T. Rangarajan   Posted: Mon Aug 10, 2009 9:31 am   Subject: thanks
thanks sir for suggesion
i forgot to add regarding standard detailing manual
 
Page 1 of 2 Goto page 1, 2  Next
All times are GMT
Jump to:  


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy