Mod 2 Lec 15 Deflection at tip of beam when uld is acting from support end to mid length of the beam

In this example, Deflection at tip of a cantilever has been calculated by Moment Area Method when uniformly distributed load(udl) is acting from support end to mid length of the beam. After going through the entire lecture for deflection calculation a beam subjected with udl from tip of beam to the centre of beam, you will be having confidence to analyse deflection of beam which is loaded for a particular portion of beam. You will find the entire process very easiest as i have spent to clarify your concept to a crystal clear level. I think, noting is in parallel to this lecture given in you tube as you will nowhere find a genuine lecture to reader centric. Even if a beginner is having trouble to understand this kind of lecture, he or she is invited to go through the entire lecture from start to end. It will really solve their need. As far as academic performance is concern,they will emerge as a great structural engineer and i am sure, in the field as well, when they will strike with real life problem, they will find this lecture very similar to the day to day life problem where a beam subjected with loads at some portion and rest of the part of the is having no load. Follow our website, for many civil engineering valuable lectures and spreadsheet for design. https://msastructuralengineer.com/ Author: Md Sohel Akhtar Keywords: MSA, Structural Engineering, BMD, SFD, deflection of beam, moment area method