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Analysis of 3 to 5 span continuous beam ?

Re: Analysis of 3 to 5 span continuous beam ?

I'm still here!! (I was registered 'Lester' but Christened 'William Lester', so the former is legally correct but everyone calls me 'Bill').

I have attached the current version of my general beam analysis program, the input now uses Excel tables for neatness and the 'fill-down' capability, a version with just Mathcad tables is available.

Re: Analysis of 3 to 5 span continuous beam ?

This is a fantastic program, and thank you for sharing it. I would like to be able to modify it to have moment-release supports. I'm not adept at Mathcad's many programming functions, so I'm unable to see where to modify the stiffness matrix equation inputs.

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Re: Analysis of 3 to 5 span continuous beam ?

Hi ADeBirk,

 

email me a sample problem you wish to solve and I will see what I can do.

bill_wadsworth@sky.com