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N. Prabhakar General Sponsor


Joined: 25 Apr 2009 Posts: 474
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Posted: Sat Jul 19, 2014 6:09 am Post subject: |
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Dear Dr. Subramanian,
Thank you for your compliments on my thoughts on conceptual design and commercial awareness in my reply to a query by Er. Suprabhat.
Your suggestion of having a 'Like' button, as in Face book, in SEFI's discussion forum is a nice and novel one, as many Sefians view the postings but may not have time to make a detail comment on it, and this 'Like' buton would certainly help them to express their views on it in a short manner. I hope SEFI Admin will take note of your suggestion and incorporate it in due course.
With best wishes,
N. Prabhakar
Chartered Structural Engineer
Vasai (E) |
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sikandarsiddiqi ...

Joined: 26 Jan 2003 Posts: 294
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Posted: Sat Jul 19, 2014 10:52 am Post subject: structure design membership |
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IN GOD WE TRUSTPARDON,PROTECT & HELP US LORD, GOD GIVE US THE WISDOM TO UNDERSTAND YOUR WAY OF CREATION WHICH WE CALL SCIENCE,TO BE EXPERT NEEDS PRACTICE & SELF IMPROVEMENT, LETS PRAY FOR ALL THOSE WHO ARE SICK FOR EARLY RECOVERY & IN DISTRESS,HELP SOME ONE IN POVERTY LEVELDear Dr. Subramanian :
Your opinion has triggered great ideas for safe structural design.
In my opinion this is a guide line, and a basic standard code of practice for structural engineers- senior or junior or
administration.
With best wishes and regards.
God Bless.Engr.Sikandar Hayat Siddiqi Director General & Principal Scientist,Earthquake & Tsunami Safety Management Initiative (ETASMI)/ Chief Technical Co-ordinator,ETASMI Data Center/Chief Executive Officer, ETASMI Information Service /Project & Seismic Design Management Consultant / Earthquake Public Awareness Consultant
Our Ref : ETASMI/SEFI/19th July'14 Dhaka Bangladesh/Asia Radio Link International Email 04:52 PM Dhaka Time, Saturday,19th July'14 + 6 Hours GMT
On Thursday, July 17, 2014 8:55 PM, Dr. N. Subramanian <forum@sefindia.org> wrote:
#yiv9352945453 -- body background-color:#E5E5E5;font-family:Verdana, Arial, Helvetica, sans-serif;font-size:11;color:#000000; #yiv9352945453 font, #yiv9352945453 th, #yiv9352945453 td, #yiv9352945453 p font-family:Verdana, Arial, Helvetica, sans-serif; #yiv9352945453 p, #yiv9352945453 td font-size:11;color:#000000; #yiv9352945453 a:link, #yiv9352945453 a:active, #yiv9352945453 a:visited color:#006699; #yiv9352945453 a:hover text-decoration:underline;color:#DD6900; #yiv9352945453 hr height:0px;border:solid #D1D7DC 0px;border-top-width:1px; #yiv9352945453 h1, #yiv9352945453 h2 font-size:22px;font-weight:bold;text-decoration:none;line-height:120%;color:#000000; #yiv9352945453 .yiv9352945453bodyline background-color:#FFFFFF;border:1px #FFFFFF solid; #yiv9352945453 .yiv9352945453gen font-size:12px; #yiv9352945453 .yiv9352945453genmed font-size:11px; #yiv9352945453 .yiv9352945453gensmall font-size:10px;line-height:12px; #yiv9352945453 .yiv9352945453gen, #yiv9352945453 .yiv9352945453genmed, #yiv9352945453 .yiv9352945453gensmall color:#000000; #yiv9352945453 a.yiv9352945453gen, #yiv9352945453 a.yiv9352945453genmed, #yiv9352945453 a.yiv9352945453gensmall color:#006699;text-decoration:none; #yiv9352945453 a.yiv9352945453gen:hover, #yiv9352945453 a.yiv9352945453genmed:hover, #yiv9352945453 a.yiv9352945453gensmall:hover color:#DD6900;text-decoration:underline; #yiv9352945453 .yiv9352945453forumlink font-weight:bold;font-size:12px;color:#006699; #yiv9352945453 a.yiv9352945453forumlink text-decoration:none;color:#006699; #yiv9352945453 a.yiv9352945453forumlink:hovertext-decoration:underline;color:#DD6900; #yiv9352945453 .yiv9352945453postbody font-size:12px;line-height:18px; #yiv9352945453 a.yiv9352945453postlink:link text-decoration:none;color:#006699; #yiv9352945453 a.yiv9352945453postlink:visited text-decoration:none;color:#5493B4; #yiv9352945453 a.yiv9352945453postlink:hover text-decoration:underline;color:#DD6900; #yiv9352945453 .yiv9352945453code font-family:Courier,;font-size:11px;color:#006600;background-color:#FAFAFA;border:#D1D7DC;border-style:solid;border-left-width:1px;border-top-width:1px;border-right-width:1px;border-bottom-width:1px; #yiv9352945453 .yiv9352945453quote font-family:Verdana, Arial, Helvetica, sans-serif;font-size:11px;color:#444444;line-height:125%;background-color:#FAFAFA;border:#D1D7DC;border-style:solid;border-left-width:1px;border-top-width:1px;border-right-width:1px;border-bottom-width:1px; #yiv9352945453 Dear Er Prabhakarji, I appreciate your thoughts which will surely help the young engineer! I fell we should also have "like" button as in Face Book for such good replies! Regards, NS N. Prabhakar wrote:Dear Er Suprabhat, I believe, before you start any final design of a structure, you must have some concept about the structural framing, shapes and forms, materials to be used, method of structural analysis, the type of software to be used for analysis and design. the list of detail drawings to be prepared, dates for submission of design and drawings, etc. Some of these conceptual designs are a routine procedure in a design office in most cases, but there are instances where a detail conceptual design is a must, like one designing a type of structure for the first time or structures with odd shapes and forms and materials to be used requiring special attention. It involves preparation of sketches for framing plans, preliminary hand calculations with alternative materials, making references to special literature, etc. before starting the final design. Any structure that is built should be economically viable to suit the functional requirements of the user. Means to find out an alternative economical solutions of framing and materials used are to be worked out for this purpose. For example, the flooring system for a multi-storey building can be a conventional reinforced concrete slab and beam arrangement or a reinforced concrete flat slab or precast-prestressed floor planks or a ribbed floor or a composite floor of concrete and steel beams, etc. Working out these alternatives is time consuming, but experience in this field would shorten this exercise. The above matters come out of experience only in a design office, and there are no fixed theory or methods to do it. I hope the above thoughts would help you in these matters. With best wishes, N. Prabhakar Chartered Structural Engineer Vasai (E)
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Bijoy Chandra Tripathy SEFI Member

Joined: 28 May 2011 Posts: 10
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Posted: Sun Jul 20, 2014 5:24 pm Post subject: structure design membership |
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Thanks On 18 Jul 2014 17:12, "Dr. N. Subramanian" <forum@sefindia.org (forum@sefindia.org)> wrote: Quote: | Dear Er Prabhakarji,
I appreciate your thoughts which will surely help the young engineer!
I fell we should also have "like" button as in Face Book for such good replies!
Regards,
NS
N. Prabhakar wrote: Dear Er Suprabhat,
I believe, before you start any final design of a structure, you must have some concept about the structural framing, shapes and forms, materials to be used, method of structural analysis, the type of software to be used for analysis and design. the list of detail drawings to be prepared, dates for submission of design and drawings, etc. Some of these conceptual designs are a routine procedure in a design office in most cases, but there are instances where a detail conceptual design is a must, like one designing a type of structure for the first time or structures with odd shapes and forms and materials to be used requiring special attention. It involves preparation of sketches for framing plans, preliminary hand calculations with alternative materials, making references to special literature, etc. before starting the final design.
Any structure that is built should be economically viable to suit the functional requirements of the user. Means to find out an alternative economical solutions of framing and materials used are to be worked out for this purpose. For example, the flooring system for a multi-storey building can be a conventional reinforced concrete slab and beam arrangement or a reinforced concrete flat slab or precast-prestressed floor planks or a ribbed floor or a composite floor of concrete and steel beams, etc. Working out these alternatives is time consuming, but experience in this field would shorten this exercise.
The above matters come out of experience only in a design office, and there are no fixed theory or methods to do it.
I hope the above thoughts would help you in these matters.
With best wishes,
N. Prabhakar
Chartered Structural Engineer
Vasai (E)
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