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Rishma_ravindran SEFI Member
Joined: 08 Mar 2017 Posts: 3
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Posted: Thu Jul 13, 2017 8:00 am Post subject: DESIGN OF SPLICE CONNECTIONS FOR THEIR SECTION CAPACITIES |
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Does anyone has the pdf copy of textbook, analysis of structures vol. 1 by Vazirani and Ratwani??
On 4 Jul 2017 8:03 p.m., "N. Prabhakar" <forum@sefindia.org (forum@sefindia.org)> wrote: Quote: | Dear Er. MVV,
The design requirements of Beam Splices are given in Clause F-2, Annex F of IS 800: 2007.
As per the code, there shall be enough fasteners on each side of the splice to develop the load in element spliced plus 5 percent but in no case should the strength developed be less than 50 percent of the effective strength of the material spliced. The partial safety factors for resistance of connection is given Table 5 of the code.
For connections due to earthquake loads, the load combinations to be considered are given in Table 4 and Clause 12.2.3 of the code.
I trust you will find the above information useful.
With best wishes,
N. Prabhakar
Chartered Structural Engineer
Vasai (E), Pin 401 208
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Rohinton Bhathena General Sponsor
Joined: 02 Mar 2009 Posts: 18
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Posted: Mon Jul 17, 2017 1:00 pm Post subject: DESIGN OF SPLICE CONNECTIONS FOR THEIR SECTION CAPACITIES |
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Dr. N. Subramanian General Sponsor
Joined: 21 Feb 2008 Posts: 5538 Location: Gaithersburg, MD, U.S.A.
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Posted: Mon Jul 17, 2017 1:24 pm Post subject: Re: DESIGN OF SPLICE CONNECTIONS FOR THEIR SECTION CAPACITIES |
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Why can't you buy a copy? It should not be very expensive!
When I studied BE Vazirani & Ratwani books here famous and followed in my college not only for analysis but also for design. Are they still followed? Of course several future editions should have been published by Khanna publishers.
Best wishes
NS
Rishma_ravindran wrote: | Does anyone has the pdf copy of textbook, analysis of structures vol. 1 by Vazirani and Ratwani??
On 4 Jul 2017 8:03 p.m., "N. Prabhakar" <forum> wrote: Quote: | Dear Er. MVV,
The design requirements of Beam Splices are given in Clause F-2, Annex F of IS 800: 2007.
As per the code, there shall be enough fasteners on each side of the splice to develop the load in element spliced plus 5 percent but in no case should the strength developed be less than 50 percent of the effective strength of the material spliced. The partial safety factors for resistance of connection is given Table 5 of the code.
For connections due to earthquake loads, the load combinations to be considered are given in Table 4 and Clause 12.2.3 of the code.
I trust you will find the above information useful.
With best wishes,
N. Prabhakar
Chartered Structural Engineer
Vasai (E), Pin 401 208
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