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  Topic: Cantilever slab Having beam in it.

Replies: 2
Views: 404

PostForum: SEFI General Discussion   Posted: Sat Feb 16, 2019 3:54 pm   Subject: CANTILIVER SLAB
Dear friend,

As seen from the drawing,all slabs can be designed as Two way slabs with apt edge conditions.The Edge beam will be designed as Two span continuous beam and the Cantilever beam will ...
  Topic: Why TMT bars

Replies: 1
Views: 429

PostForum: SEFI General Discussion   Posted: Mon Sep 10, 2018 4:15 pm   Subject: TMT BARS
Normal steel bars are the cold rolled mild steel bars that are cheap, but are also brittle and can't withstand high stresses. Modern construction practices have resulted in a larger demand for TMT bar ...
  Topic: Requesting help in Designing Liquid Alum storage Tank

Replies: 2
Views: 527

PostForum: SEFI General Discussion   Posted: Mon Sep 10, 2018 4:11 pm   Subject: TANK DESIGN
Dear friend,

To my knowledge,You can design in similar way but you have to consider the density of Alum.
  Topic: Steel and Concrete Column Connection

Replies: 2
Views: 723

PostForum: SEFI General Discussion   Posted: Sat Jul 21, 2018 4:48 pm   Subject: steel-concrete
dear friend,

You can proceed with this type of arrangement.
  Topic: ETABS 2015- Example with step by step Procedure

Replies: 123
Views: 45973

PostForum: SEFI General Discussion   Posted: Sat Jul 21, 2018 4:45 pm   Subject: E TABS-STEP BY STEP PROCEDURE
Dear sir,

Please send me the Step by Step Procedure of ETABS.My mail id is badamsundararao@gmail.com

Thanking yoy.
  Topic: IS 13920 -2016

Replies: 0
Views: 772

PostForum: SEFI General Discussion   Posted: Mon Oct 23, 2017 5:16 pm   Subject: IS 13920 -2016
As per Revised code,the width of beam should not be more than as follows.

The width of supporting member plus least of width of supporting member or 0.75 times breadth of supporting member.Does ...
  Topic: Soil Investigation

Replies: 3
Views: 2594

PostForum: SEFI General Discussion   Posted: Tue May 16, 2017 4:08 pm   Subject: SOIL INVESTIGATION
Dear friend,

The number of bore holes should be generally for every 650 sq.m of site area and may change as per site condition,if there are drastic variations in soil profiles is observed.The ...
  Topic: URGENT!! RERA and its implications for Structural Engineers

Replies: 17
Views: 9935

PostForum: Econference on The Real Estate (Regulation and Development) Act, 2016 (RERA)    Posted: Tue May 16, 2017 3:57 pm   Subject: RERA ACT
Dear all,

We all should welcome this act.Though the act is seems to be somewhat Cumbersome and tedious instantaneously,but in long run,it will make the field to run in a professional way.The rol ...
  Topic: Bulk modulus of soil

Replies: 2
Views: 2092

PostForum: SEFI General Discussion   Posted: Sun May 07, 2017 10:31 am   Subject: BULK DENSITY
Bulk density is an indicator of soil compaction. It is calculated as the dry weight of soil divided by its volume. This volume includes the volume of soil particles and the volume of pores among soil ...
  Topic: Concrete slump

Replies: 1
Views: 1593

PostForum: SEFI General Discussion   Posted: Sat Apr 22, 2017 8:41 am   Subject: SLUMP
Dear friend,

The slump depends on nature of work.If it is Pumpable concrete,True slump will not workout.The slump you have to check in comparison with Mix design.If mix is designed for True s ...
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