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do you think it will be changed for a group piles? Why? Thanks

Hi everyone, If only vertical load applied on a single pile, which the pile has the soil reaction modeled as a spring, Does the pile axial force will be changed if the spring stiffness changes? Thanks,

Thanks for your thought, I will take a try.

thanks, but the load is already there and I am looking how to model the support with limited capactiy.

Hi, I have an existing foundation with 6 piles supporting the footing, but the allowable working load of one of these piles is limited to 150kips. But the applied external force is about 180kips on this perticular pile. How I can model this support in SAP2000 with the maximum reaction limit to...

Thanks, Lisica!

Hello, I have a problem to define a concrete T-section(just two rectangular shape built together). I used the section model from the standard precast I section and modified the dimension to get the size what I want, but it seems to be that I have to put a number on "D6". It cann't be zero. Any...

i couldn't figure out the difference between "Uniform (shell) and "Uniform to frame (shell) when I use the shell element and assign the load to a certain area? Does someone understand how to use that and interperet a little more? Apprecaited for your thoughts. Thank you.