witamserdecznie

witamserdecznie

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Member since
Jan 21, 2009
Last active
Feb 17, 2010
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  1. #Threads

    116b80d5-75e4-4f8f-b784-bee5d32071cc

    I believe you are missing the point. With answer to your question: yes, in case when eccentric load is applied to foundation...

  2. #Threads

    How close to edge, of unreinforced trench fill foundation, can wall be?

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

  3. #Threads

    f6653fed-0467-4227-a10c-499c73172bc9

    skipper, I am familiar with few of those methods and most of them are not very practical. I am interested in methods...

  4. #Threads

    ea49af83-e960-46b5-a9ff-3b54889a5347

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

  5. #Threads

    29f0024f-da7c-4913-b037-c24bc8a4cf7b

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

  6. #Threads

    e8f81c16-da69-4c77-86d7-adb1aac1a81c

    I am only interested in hand calculations. Calculating this in a software would be easy and without any pleasure - that is...

  7. #Threads

    how to calculate beam deflection?

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

  8. #Threads

    Structural: (HOW?) double integration method = deflection of cont. beams

    Hi, Anyone has an example of how to use double integration method to obtain deflection diagram of continuous beams? I am interested...