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 in beams with varying stiffness (i.e. varying I).
Not Macaulay's method (good method for constant I).
Help will be much appreciated.
Kind regards,
Witamserdecznie
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).
Not Macaulay's method (good method for constant I).
Help will be much appreciated.
Kind regards,
Witamserdecznie
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