CHARTS, TABLES & ANNEXES OF IS-456-2000 & IS-3370 IN EXCEL FORMAT

“Feel the structure”MSA

This incredible master excel data sheet for code  IS:456-2000 & IS:3370-1965 in which tables, charts & annexes has been generated in excel format .It will save your time and will be a tremendous help to practicing engineers as well as beginners. This is one of the most vital document that i am sharing to you. You can take out data of tables ,charts & annexes of IS:456-2000.

From below link, download excel sheet on IS-456-2000

DOWNLOAD TABLES & CHARTS IN EXCEL ON IS -456-2000


        You can take out data of Annexes A & B of IS:456-200 from this excel sheet.

Download Annex A & B of IS456-2000 in Excel format from the below link.

DOWNLOAD ANNEX-A & B OF IS-456-2000 IN EXCEL FORMAT

From Below Link, download IS-3370 tables & charts in Excel format

DOWNLOAD TABLES & CHARTS OF IS3370-1965 IN EXCEL FORMAT


There is no need to do interpolation. This excel sheet will be like a handbook for limit state design & working stress method of design for reinforced concrete where  it will help you to save your time  doing so much iteration with various grade of concrete,reinforcement and sizes of structural elements to check serviceability limit,either under reinforced or over reinforced, singly reinforced ,doubly reinforced & so on so forth. When you will start using this excel sheet, undoubtedly, you will say its a treasure. Now, enjoy working with this.
         Wish you all a great future in Structural Engineering field .This exceptional excel sheet is going to bring an opportunity for you to explore more and more and will indulge you to dive into huge depth in Structural Engineering.

Thanks

Mohammad Sohel Akhtar(MSA)

(Structural Engineer)



EXAMPLE ON ANALYSIS OF 2-SPAN CONTINUOUS BEAM BY MOMENT DISTRIBUTION METHOD(MDM) – SERIES(I)

Feel the structure” MSA

 Here you all Civil & Structural Engineers are invited to go through this basic example solved to clarify concepts on moment distribution methods.Everybody knows the importance of moment distribution method and how it is helpful to solve indeterminate continuous beams and frames.Here i am taking you some step ahead to analyse indeterminate beams and frame by creating interest on this vital subject.In near future,i am coming with several series on this topic having best examples to clear concepts.Going through all this series, you will prefer to analyse continuous beams and frame manually rather than with software like STAAD, ANSYS etc. As it is not a verbal / visual lecture, that’s why i have walked you through in details to foster this incredible subject. But keep in mind, when you will develop concept and principle of MDM by practicing examples, then i assure you, it will help you to solve simple frame and continuous beams in very faster and easier way. Please see the previous of the said example from below.

Download pdf of solved example on MDM from the below mentioned link.

DOWNLOAD PDF FOR ANALYSIS OF CONTINUOUS BEAM BY MOMENT DISTRIBUTION METHOD (MDM) – EXAMPLE, SERIES(I)


                                Sometimes it looks weird or you can say incredibly weird that how these examples are going to help as most of the concepts are available in books.But i would say to my readers that i have developed some tricky parts on this  which are very helpful to understand overall  concept of MDM without having visual lecture. Readers might be wandering here and there to foster concept of MDM by following some books but now i assure them all to go through this and upcoming series to develop tremendous subject of indeterminate frames & beams.I invite you all to be connected with up coming series.

To see video of this lecture, go through below link.

https://youtu.be/27kEBMhBXsk

https://youtu.be/cmWkdW0pSaM

                                  This is the first series on moment distribution with a simple example of two span continuous beam in which one end is hinged and other end is fixed.With this example, i have tried to explained to form table for moment distribution and once you are able to understand this table, then other associated part will be much easier for you. Also, i have solved in detail for the formation of BMD & SFD in non conventional method and it is quite easy to understand.

Download pdf of this lecture from this link

Thanks

Mohammad Sohel Akhtar(MSA)

(Structural Engineer)