I see you have already figured out the solution to this problem.
Indeed, the Jacobians necessary for nonlinear static analysis for a system 
including a TSDA are only generated if the force element is declared as stiff 
(in which case these Jacobians are generated to be used within an implicit 
integrator). This is obviously confusing, so I’ll look into making this less 
obscure for situations such as yours.
--Radu

From: [email protected] <[email protected]> On Behalf 
Of Paf
Sent: Saturday, 4 February 2023 15:54
To: ProjectChrono <[email protected]>
Subject: [chrono] Re: TSDA handling in DoStaticNonLinear()

Setting TSDA IsStiff(true) resolved the issue.
On Thursday, February 2, 2023 at 6:47:38 PM UTC+1 Paf wrote:
When running DoStaticNonLinear() on a system with TSDA, I assume the 
Newton-Raphson iterations would find an equilibrium TSDA length to match the 
forces/torques in the system, but it doesn't seem to change. Only kinematic 
constraints are resolved.

In attached pics,  changing the spring K changes the magnitude of forces in the 
system.

Using a SPARSE_QR solver to avoid any jitter.

Am I doing it wrong ? What's the proper method to accomplish this?

Thanks,
Pavel[cid:~WRD0002.jpg][cid:~WRD0002.jpg]
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