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Author Message
  Topic: Results Interpretation and design using ETABS
RENJITH C

Replies: 2
Views: 2115

PostForum: SEFI General Discussion   Posted: Wed Jan 03, 2018 10:14 pm   Subject: Results Interpretation and design using ETABS
[JUSTIFY][FONT=Arial Narrow,sans-serif][SIZE=3]1. [/SIZE][/FONT][FONT=Arial Narrow,sans-serif][SIZE=3]After analysis no output results are required to give to Site Engineer.[/SIZE][/FONT][/JUSTIFY] ...
  Topic: what are the other method of design of foundation when raft area is not sufficent
RENJITH C

Replies: 4
Views: 1535

PostForum: SEFI General Discussion   Posted: Thu Dec 28, 2017 1:45 pm   Subject: what are the other method of design of foundation when raft area is not sufficent
Please check the possibility of increasing SBC of soil by soil stabilization methods.

RENJITH C
  Topic: Development length ?
RENJITH C

Replies: 4
Views: 1333

PostForum: SEFI General Discussion   Posted: Thu Dec 28, 2017 1:06 am   Subject: Development length ?
AS per Cl 7.12.2.2 of IS 1893(Part 1):2002,”All horizontal projections like cornices and balconies shall be designed and checked for stability for five times the vertical coefficient specified in 6.4. ...
  Topic: Cl:4.2.2 of IS 4326:1993
RENJITH C

Replies: 0
Views: 731

PostForum: SEFI General Discussion   Posted: Tue Dec 26, 2017 12:40 am   Subject: Cl:4.2.2 of IS 4326:1993
As per Cl:4.2.2 of IS 4326:1993, "Concrete slabs shall be rigidity connected or integrally cast with support beams."

If so precast slabs placing over existing beams are not recommendable ...
  Topic: What is the procedure for assigning a secondary beam over primary beam
RENJITH C

Replies: 2
Views: 1582

PostForum: SEFI General Discussion   Posted: Thu Aug 04, 2016 6:18 am   Subject: What is the procedure for assigning a secondary beam over primary beam
Even if releases are not provided then also primary beam will be broken into two when secondary beam is connected to primary beam.Check the BM diagram of primary beam,it will act as one beam between s ...
  Topic: footing of column
RENJITH C

Replies: 2
Views: 1390

PostForum: SEFI General Discussion   Posted: Wed Aug 03, 2016 4:51 am   Subject: footing of column
If there is no moment acting on the footing,then the procedure is correct.

Sloped shape is shown in drawing but the thickness used for calculation is constant thickness.

RENJITH C
9847572147
  Topic: STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION
RENJITH C

Replies: 4
Views: 3252

PostForum: SEFI General Discussion   Posted: Wed Aug 03, 2016 4:42 am   Subject: STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION
Yes Mr.Gautham . Your procedure is correct.

RENJITH C
  Topic: Design moments for corner columns in buildings
RENJITH C

Replies: 1
Views: 1158

PostForum: SEFI General Discussion   Posted: Tue Aug 02, 2016 4:18 am   Subject: Design moments for corner columns in buildings
Multi storied frame may be analysed manually or by software to get the resulting axial load and moment for design.

RENJITH C
  Topic: STAAD PRO CONCRETE ANALYSIS & DESIGN RESULT DISCUSSION
RENJITH C

Replies: 4
Views: 3252

PostForum: SEFI General Discussion   Posted: Mon Aug 01, 2016 6:48 am   Subject: Lateral loads Fx and Fz
Dear Gautham

Lateral loads F[SUB]X[/SUB] and F[SUB]z[/SUB] produce moment equal to F[SUB]x[/SUB] X Depth of footing or F[SUB]z[/SUB] X Depth of footing . Hence we need to consider these forces whil ...
  Topic: Shielding factor for multiple frames
RENJITH C

Replies: 4
Views: 5745

PostForum: SEFI General Discussion   Posted: Thu May 26, 2016 2:24 am   Subject: Shielding factor for multiple frames
Refer page 93 of "An Explanatory Handbook on Proposed IS 875 (Part 3)"
 
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