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 386 matches
www.sefindia.org Forum Index
Author Message
  Topic: COVER TO COLUMN,GB AND PEDESTAL BELOW NGL
syed_A

Replies: 2
Views: 878

PostForum: SEFI General Discussion   Posted: Thu May 14, 2020 1:57 pm   Subject: COVER TO COLUMN,GB AND PEDESTAL BELOW NGL
Dear Sir
My observation
Backfilling is done when the column/pedestal hardened, hence less chance of concrete getting mix with soil, where as 75 mm cover is provided as the fresh concrete is in dire ...
  Topic: Help for Better column positioning
syed_A

Replies: 2
Views: 488

PostForum: Speak Out Box   Posted: Tue Apr 07, 2020 5:56 am   Subject: Help for Better column positioning
Dear Friend
I made some changes in column position for the given plan, orient as per your requirement if it is ok

regards
  Topic: connection of columns at plinth level and floor level with beams
syed_A

Replies: 2
Views: 1013

PostForum: SEFI General Discussion   Posted: Thu Feb 27, 2020 5:27 am   Subject: connection of columns at plinth level and floor level with beams
Engr S adhikari
Since the plinth beam rest on ground, Do we need to consider support conditions in staadpro or simply model it as any other beam which supports slab, wall etc
  Topic: Staircase support at first floor level
syed_A

Replies: 4
Views: 1378

PostForum: SEFI General Discussion   Posted: Tue Feb 25, 2020 6:06 am   Subject: Staircase support at first floor level
Dear Engr
Shift or provide this column and extend the beam as cantilever upto the width of waist slab so that you rest the flight on this beam (refer attach image ), provided if it is possible as per ...
  Topic: Load calculation for G+2 building(Staad.pro & Manual)
syed_A

Replies: 11
Views: 2177

PostForum: SEFI General Discussion   Posted: Mon Feb 10, 2020 3:23 pm   Subject: Load calculation for G+2 building(Staad.pro & Manual)
Dear Sathya
Software considers the self weight and live load C/C distance between nodes, Hence some portion of joints like beam, column or slab twice or more than once. Thus i feel due to this reason ...
  Topic: Congestion of Reinforcements
syed_A

Replies: 2
Views: 976

PostForum: SEFI General Discussion   Posted: Thu Dec 12, 2019 6:13 pm   Subject: Congestion of Reinforcements
Please refer IS456-2000 cl 26 onwards for reinforcement detailing
  Topic: Equivalent floor load calculation
syed_A

Replies: 10
Views: 2491

PostForum: SEFI General Discussion   Posted: Thu Dec 12, 2019 5:18 am   Subject: Equivalent floor load calculation
Dear ronnie singh
In cell E14 and E15 you are using standard formula based on yield line to distribute triangular and trapezoidal load on beam, where as in cell S17 and S18 you simply calculating are ...
  Topic: Why slabs are only designed for gravity loads and not for any lateral force (Earthquake and wind)?
syed_A

Replies: 5
Views: 1428

PostForum: Freshers' Zone   Posted: Mon Dec 02, 2019 12:52 pm   Subject: Why slabs are only designed for gravity loads and not for any lateral force (Earthquake and wind)?
Dear Engr
For better understanding with figures please refer Design of Reinforced concrete structures by N SUBRAMANIAN sir book, section 9.9, page no 349

Regards
  Topic: COLUMNS MISPLACED
syed_A

Replies: 5
Views: 2223

PostForum: SEFI General Discussion   Posted: Mon Oct 14, 2019 6:42 pm   Subject: COLUMNS MISPLACED
Dear Mr Irfan Shaik
Bending the column bars to rectify the misplaced one is not the solution
Provide the column beam framing drawing so that a proper solution/rectification can be discussed
reagrd ...
  Topic: Slenderness limit for beam to ensure lateral stability
syed_A

Replies: 1
Views: 731

PostForum: SEFI General Discussion   Posted: Fri Aug 02, 2019 10:47 am   Subject: Slenderness limit for beam to ensure lateral stability
Dear Engr
You have to consider as follows
1) (L/b) ≤ 60
2) (L*d/b^2) ≤ 250
here L is the clear distance between lateral restraints
 
Page 1 of 39 Goto page 1, 2, 3 ... 37, 38, 39  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