witamserdecznie

witamserdecznie

witamserdecznie is an esteemed member of CrazyEngineers since Jan 21, 2009

Posts contributed: 8
Birthday: N/A

I believe you are missing the point. With answer to your question: yes, in case when eccentric load is applied to foundation then pressure at formation level has a trapezoidal...

How close to an edge of unreinforced concrete trench fill foundation is it possible to erect a brickwork wall, say 140mm wide? If the applied bearing pressure below foundation is...

skipper, I am familiar with few of those methods and most of them are not very practical. I am interested in methods like PDE. But my main question here would...

jhbalaji, I have seen your comments (my favourite: too long, not reading) and you are a very good example of a word "useless". improve

that is where my problem is, I looked at Bernoulli-Euler equations but do not know how to apply it to continuous beams. That is what I would like to find...

I am only interested in hand calculations. Calculating this in a software would be easy and without any pleasure - that is not a point. I was thinking about tackling...

Hi, How to calculate deflection of the below continuous beam using double integration method? Note that the stiffness varies. E = 200GPa. Thanks

Hi, Anyone has an example of how to use double integration method to obtain deflection diagram of continuous beams? I am interested in beams with varying stiffness (i.e. varying I)....

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witamserdecznie joined CrazyEngineers on Jan 21, 2009

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