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  Topic: design of pile reinforcement

Replies: 4
Views: 717

PostForum: SEFI General Discussion   Posted: Sat May 04, 2019 4:43 pm   Subject: PILE DESIGN
As per your narration,I feel that Under Reamed Pile foundations are not recommended. The Pile capacity of 8m is specified by you,but from Geo tech point of view,you should aware of Soil profile below ...
  Topic: Mean of the Group of 4 Non-Overlapping Consecutive Test Results In N/mm^2

Replies: 7
Views: 786

PostForum: SEFI General Discussion   Posted: Tue Apr 30, 2019 2:38 am   Subject: AVERAGE
To my opinion average is required for set of three only and no need to go for further average.Elders have to confirm this.
  Topic: Cantilever slab Having beam in it.

Replies: 2
Views: 722

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: 516

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: 668

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: 839

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: 130
Views: 49450

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: 839

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: 2738

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: 10611

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 ...
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