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 15 matches
www.sefindia.org Forum Index
Author Message
  Topic: A New idea for RCC COLUMN design
aslam

Replies: 19
Views: 5599

PostForum: SEFI General Discussion   Posted: Thu Sep 05, 2019 7:00 am   Subject: Design of RC column
Dear Sir,



Congratulations for your great effort.
The sheet works fine. However I think the Ast you get is comparatively higher.


[TABLE] [TR] [TD]Fck=[/TD] [TD]20[/TD] [TD]N/MM2[/TD] [TD]8 ...
  Topic: RCC column with Axial Load and Biaxial moment (As per IS:456
aslam

Replies: 43
Views: 68281

PostForum: SEFI General Discussion   Posted: Fri Oct 23, 2015 9:02 am   Subject: DESIGN OF RCC COLUMN
Dear Sheth Sir,


The spread sheet you have provided doesn't allow option to provide laterally unsupported length for column in-order to calculate moment due to minimum eccentricity.

Please find ...
  Topic: simply supported beam
aslam

Replies: 2
Views: 2130

PostForum: SEFI General Discussion   Posted: Mon May 25, 2015 3:15 pm   Subject: simply supported beam
Dear Nitin,


STAAD is based direct on stiffness method. Hence were ever there is any discontinuity in geometry or load, there you have to provide a node. Shear force diagram will be OK if you prov ...
  Topic: LONG COLUMN DESIGN
aslam

Replies: 37
Views: 25894

PostForum: SEFI General Discussion   Posted: Fri Oct 03, 2014 11:31 am   Subject: LONG COLUMN DESIGN



Your Excel sheet on Developing INTERACTION CURVE for short column and long column in fine. But its similar to SP:16. There are many limitation in using design chart of SP:16. Reinforcement canno ...
  Topic: INTERACTION CURVES & DESIGN OF RCC COLUMN
aslam

Replies: 49
Views: 52609

PostForum: SEFI General Discussion   Posted: Fri Oct 03, 2014 11:20 am   Subject: INTERACTION CURVES & DESIGN OF RCC COLUMN
Dear [FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Bijay Sarkar[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif]
[/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif] ...
  Topic: RC Beam Design (Singly/Doubly Reinforced)
aslam

Replies: 11
Views: 6085

PostForum: SEFI General Discussion   Posted: Fri Oct 03, 2014 11:10 am   Subject: RC Beam Design (Singly/Doubly Reinforced)
BEST WISHES TO ALL..[IMG]images/smiles/icon_biggrin.gif[/IMG]
  Topic: Minimum reinforcement and cover in shear wall
aslam

Replies: 4
Views: 5156

PostForum: SEFI General Discussion   Posted: Sun Mar 09, 2014 1:49 pm   Subject: Minimum reinforcement and cover in shear wall



As per IS 456 cl:32.5 (a)


1) 0.0012 for deformed bars not larger than strength of 415 N/mm2 or greater.

2) 0.0015 for other types of bars.

3) 0.0012 for welded wire fabric not larger ...
  Topic: Can we release the main beams at columns?
aslam

Replies: 4
Views: 2962

PostForum: SEFI General Discussion   Posted: Tue Feb 18, 2014 12:46 pm   Subject: Can we release the main beams at columns?
Dear N.S Rao,Based on my knowledge, You are not supposed to release main beams which are connected to columns.Its not best practice to provide floating column for seismic resistant structures. For str ...
  Topic: Design of RCC Corbel for Moments along with vertical force.
aslam

Replies: 5
Views: 4405

PostForum: SEFI General Discussion   Posted: Mon Feb 17, 2014 4:12 am   Subject: Design of RCC Corbel for Moments along with vertical force.
You can design crane beam for moment and shear. Check the reinforcement provided for corbel is able resist torsion.

Regards,
Aslam
  Topic: uniformly varying depth Deep Beam design.
aslam

Replies: 6
Views: 3954

PostForum: SEFI General Discussion   Posted: Sat Feb 15, 2014 2:40 am   Subject: uniformly varying depth Deep Beam design.
Dear Sivaraj,You can design for 3.5m depth. provide reinforcment along that depth.Regards,Aslam
 
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