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Author Message
  Topic: Building rsting on bridge deck
smstoankur

Replies: 4
Views: 833

PostForum: SEFI General Discussion   Posted: Mon Jul 20, 2020 6:20 am   Subject: Building rsting on bridge deck
Hi Bharat,

Having R=1 for bridge is to ensure the structure remains ductile and plastic hinge is not formed at any stage.

The most logical way shall be to introduce transfer truss and then tran ...
  Topic: CANOPY DESIGN USING HIGH DENSITY POLYETHELENE FABRIC AND STEEL COLUMNS
smstoankur

Replies: 2
Views: 3865

PostForum: Freshers' Zone   Posted: Sun Oct 23, 2016 3:21 am   Subject: CANOPY DESIGN USING HIGH DENSITY POLYETHELENE FABRIC AND STEEL COLUMNS
I would recommend using different software for tensile fabric design. The output can then be imported into STAAD for columns/support design.

The suppliers use special software for analysis of tensi ...
  Topic: Road crossing section
smstoankur

Replies: 3
Views: 3529

PostForum: Speak Out Box   Posted: Thu Oct 13, 2016 5:08 am   Subject: Road crossing section
You can also use buried soil steel corrugated steel plate pipes which are flexible in nature and can be designed for heavy loading. It is widely used for tunnels and mines in Australia and other count ...
  Topic: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
smstoankur

Replies: 26
Views: 10554

PostForum: SEFI General Discussion   Posted: Fri Sep 02, 2016 1:38 pm   Subject: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
Dear Er. Jayakumar,

The same can be found on design basis report of Bangalore Metro Rail Corporation Ltd. (Viaduct Design) which is available on Indian Railway Website.

Ankur Agarwal


Er. A ...
  Topic: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
smstoankur

Replies: 26
Views: 10554

PostForum: SEFI General Discussion   Posted: Fri Sep 02, 2016 8:06 am   Subject: Is Gusset Plate is compulsory for a truss of span ( 6-10 m)made of rectangular hollow section as per sp 38 ?
Dear Er. Rajat Patel,


There is generally no restriction on the type of the connections being used unless either specified by client or design requirement. The connection detailing should be deci ...
  Topic: Error in STAAD Output
smstoankur

Replies: 2
Views: 2388

PostForum: SEFI General Discussion   Posted: Mon Aug 22, 2016 4:28 pm   Subject: Error in STAAD Output
Thank you for your reply. This shows the limitations of software and we should not rely blindly on software results without being able to interpret them correctly.
  Topic: Error in STAAD Output
smstoankur

Replies: 2
Views: 2388

PostForum: SEFI General Discussion   Posted: Wed Aug 17, 2016 7:56 am   Subject: Error in STAAD Output
Dear All,

I have designed a FOB for which the model is attached. During analysis of Purlins (as curved members), the maximum moments shown in the output(.ANL) file using MAXF ENV commands for Memb ...
  Topic: STAAD. PRO
smstoankur

Replies: 634
Views: 514495

PostForum: SEFI General Discussion   Posted: Wed Aug 10, 2016 12:54 pm   Subject: STAAD OUTPUT
Dear All,

I have designed a FOB for which the model is attached. During analysis of Purlins (as curved members), the maximum moments shown in the output(.ANL) file using MAXF ENV commands for Memb ...
  Topic: any one please send me IS -456-2013
smstoankur

Replies: 5
Views: 6352

PostForum: Er. T. Rangarajan   Posted: Tue Jun 02, 2015 4:07 am   Subject: any one please send me IS -456-2013
IRC 456 Amendments - 2013
  Topic: Where is the support?
smstoankur

Replies: 1
Views: 2010

PostForum: SEFI General Discussion   Posted: Thu May 22, 2014 7:51 am   Subject: Where is the support?
Very Interesting Structure. The suitcase is being used as a counterweight for the structure. Smile
 
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