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  Topic: Concrete Batching Plant (15-20 cum/ hr) Required for Production of Concrete at Site in Haryana-per cum production basis
rajneesh_jindal

Replies: 0
Views: 870

PostForum: SEFI General Discussion   Posted: Sat Jan 27, 2018 7:04 am   Subject: Concrete Batching Plant (15-20 cum/ hr) Required for Production of Concrete at Site in Haryana-per cum production basis
Please help!

Regards
Rajneesh Jindal
  Topic: Frequency of testing and passing crieteria for materials
rajneesh_jindal

Replies: 0
Views: 833

PostForum: SEFI General Discussion   Posted: Fri Apr 11, 2014 6:12 am   Subject: Frequency of testing and passing crieteria for materials
Dear Sefians

What are the recommended values for the following as per IS Codes. Please provide reference of the code. I could not find these in IS Codes. I have prepared a excel sheet on the subjec ...
  Topic: Consideration of Earthquake Load
rajneesh_jindal

Replies: 3
Views: 1613

PostForum: SEFI General Discussion   Posted: Wed Mar 26, 2014 5:25 am   Subject: Consideration of Earthquake Load
Dear Sefians

1. Based on type and height of structure what is the criteria to know whether the seismic load to be applied or not.

2. What is the difference between static and dynamic loading.
...
  Topic: Clauses for Labor and Laboratory at Construction Sites
rajneesh_jindal

Replies: 6
Views: 3173

PostForum: SEFI General Discussion   Posted: Thu Sep 19, 2013 11:28 am   Subject: Clauses for Labor and Laboratory at Construction Sites
Dear Sefians
Is there any clause stating the space to be provided to Labor at site and setting up of material testing lab at site based on Project Cost or any other parameters.-PWD, CPWD specificati ...
  Topic: m-tech in structure engineering- distance learning
rajneesh_jindal

Replies: 7
Views: 6003

PostForum: SEFI General Discussion   Posted: Wed Aug 29, 2012 6:55 am   Subject: m-tech in structure engineering- distance learning
hi sefians
please guide me from which university i can pursue mtech in structure engineering-distance learning.i lives in chandigarh
regards
rajneesh
  Topic: Brick Masonary Vs RCC Framed Residential Buildings
rajneesh_jindal

Replies: 3
Views: 2377

PostForum: SEFI General Discussion   Posted: Tue Aug 28, 2012 8:19 am   Subject: residential buildings
greetings to the builders next to God,
while designing a individual house,when to go for rcc frame structure?.what is compressive strength of bricks and other checks to be done on brick masonary wall ...
  Topic: Approval of Arch. Drawings and Structural Drawings
rajneesh_jindal

Replies: 0
Views: 2765

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu Feb 09, 2012 6:59 am   Subject: Approval of Arch. Drawings and Structural Drawings
Hi All

The approval of arch.drawing of a structure is must.The Goverment authorities like HSIIDC(in Haryana) approves the arch.drawing as per the Building Bye Laws.
Whether the approval of Struct ...
  Topic: SPACER BARS
rajneesh_jindal

Replies: 13
Views: 12175

PostForum: SEFI General Discussion   Posted: Mon May 30, 2011 10:26 am   Subject: effective depth used by Staad pro in design of beams
If a doubly reinforced beam carry the reiforcement as follows:

3 Layers Reinf in Top and 2 Layers Reinf in Bottom.
The reinf is provided as per reinf area required as per Staad pro v8i.
Due to ...
  Topic: Roof Purlins Design
rajneesh_jindal

Replies: 3
Views: 4507

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu May 26, 2011 8:24 am   Subject: Re: Load combination for Roof purlin
For analysis of roof purlin in steel truss following load combination has to be considered:
(1) 1.5 DL+1.5LL
(2) 1.12DL +1.12LL+1.12WL (increase 25% allowable stress in steel for wind load)
(3)0 ...
  Topic: Roof Purlins Design
rajneesh_jindal

Replies: 3
Views: 4507

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu May 26, 2011 6:51 am   Subject: Roof Purlins Design
Hi All..
In the Design of Roof Purlins, can we design with Factored Load Combinations as 1.0*(DL+WL) considering Limit State of Serviceability, Instead of 1.5*(DL+WL).
Please Help.

Regards
Rajn ...
 
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