darkwing88
Structural
I am using ASD '89 and Staad '06. I have a braced frame structure to design. Is there a way to set-up the model parameters to get results nearly identical to the results using ASD '05?
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Braced frame design ASD '89 <--> ASD '05 1
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JoshPlumSE
Structural
Honestly, unless you are doing hand calculations you should probably ingnore the Mlt and Mnt discussions. This is just related to the B1-B2 hand calc method of performing a 2nd order analysis.
For the most part, you will be ignoring this if you are performing a P-Delta analysis using an FEM program.
For the most part, you will be ignoring this if you are performing a P-Delta analysis using an FEM program.
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