EXAMPLE ON DEFLECTION CALCULATION FOR BEAM SUBJECTED TO UDL AT PARTICULAR SPAN OF BEAM,SERIES-5

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“Feel the structure”MSA Dear friends, As Explained in Series-IV, i am here by uploading deflection  calculation for cantilever beams for a load for a particular regions instead of whole region of beams. I will recommend all structural engineers not to remember general formula. Please go through easy steps which will help you to derive easily […]

EXCEL SHEET FOR THE DESIGN OF ISOLATED FOOTING WITH ACTUAL SURCHARGE/EARTH FILLING LOAD

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“Feel the structure” MSA Dear Friend, Here i am attaching a valuable excel sheet for the design of isolated footing with actual surcharge /earth filling weight calculated in the same sheet. Generally, as a designer, we take 10% of total axial load for self weight of footing and filling but when you will actually calculate […]

master excel data sheet for code IS:456-2000 & IS:3370-1965

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

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“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 […]

MOMENT DISTRIBUTION METHOD(MDM) EXAMPLE, SERIES(I)

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

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“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 […]