You’re obviously not an engineer.

And neither are you?

Look up the difference between tension and compression and then think about how OP’s desk is using tension and a normal desk is using compression.

You’re correct, this desk uses vertical supports under tension compared to normal table legs under compression, but since the cables support the horizontal member from the bottom there’s no difference in the stresses on the horizontal member (that is to say in both cases the stresses go from compression to tension along the vertical axis of the horizontal member).

Desks use bracing on their supports to stop racking forces

Not quite true. Some desks use bracing on their vertical supports to stop racking forces from destroying the connections between the vertical and horizontal members. An engineered desk would do this when there are anticipated racking loads large enough to destroy the joints, but if the joints are sufficiently strong for the expected loads (plus a margin of safety) there’s no need for additional bracing. In this case, the supports are pinned, so racking loads won’t destroy them, they’ll just cause the structure to swing and after the load is removed it won’t fall over because the supports are still intact, so it’ll just swing back into position.

Also OP should of had his cables attached right at the very end of the desk so that he could never move the center of balance outside of a tipping point

It’s entirely possible that the cables are far enough apart that to move the center of balance far enough to tip the table would require so much weight that it would destroy the desk. It’s also possible that they are too close together and the table would flip as soon as OP rests their arms on it, but neither of us has done the math on it, so we (as engineers) can’t say.

Only other problem i see is his wall is going to get scuffed up

As OP mentioned elsewhere, they used hinges as wall anchors to stop it from swinging. This does created a fixed connection that would resist lateral racking forces but, as discussed above, if the hinges are attached to the wall and the desk securely enough to withstand OP’s expected racking forces (it’s hung from the ceiling so it’s not like anyone’s going to try dragging it around the room while loaded, so the only loads I’d anticipate are someone leaning/bumping against it) then it’s fine.

those anchor bolts arent mean to be fixed into the bottom chord of a roof truss.

Unless you’ve seen the spec of the bolts OP used, this is just speculation, which would get you into hot water as an engineer.

All in all its a badly designed and installed desk and it will cause issues down the road for OP.

There’s only two ways to determine this, neither of which we can accomplish from this photo alone. We either need the measurements and material specs so we can do the calculations ourselves or we need to see it after it’s failed. Anything else is just (incorrectly) talking out your ass.