Again how do you know? Your assessment of load paths by cursory visual examination may or may not be sufficient.
It is my experience that brackets are rarely used to serve only as an attachment point. It is much more efficient to design plates such as this to serve more than one function like increasing frame stiffness and providing a point of attachment of other parts.
If you have run an appropriate spectrum of load cases through a proper finite element model with and without the plate, then you would know. If you have FEM as a tool, you should have used it, or at least performed some closed form calculations.
I know that I wouldn't be knackering up my frame without a lot of due diligence.
However, it's your bike and your life. You do what you will.
Yeah, sorry. I thought it was implicit in my post that I did some FEM modelling. But it wasn't satisfactory, as I don't know the type of steel used in the frame, so it was hard to introduce the material properties.
What I ended up doing was thermoelastic stress measurements of the frame. I have a friend who runs a company that does stress testing for General Dynamics in our town. So we used his high res differential thermocamera setups to do some measurements. I'm afraid I can't post the pictures of the frame after an hour of riding on the street or track. Although the technique isn't classified, his company's capabilities are. It's actually a relatively simple technique as you might imagine, but it shows you the hotspots for stress.
The rear panel (which is what I was referring to - not the red highlighted middle panel behind the battery in the OP) has virtually no stress, even at the welds. The red highlighted piece by the battery does have some, but the hot spots are at the brace that is just behind it. It's the stressed member in this setup. The front and back flat extensions provide some anti shear properties (left side of frame moving relative to right), but most of that is in the rear part of the panel as the brace that is right at the connection of the left and right frame members to the spine also provides torsional and shear control.
It's not a very sophisticated design. It is actually massively overdesigned. I bet you could make just as stiff a frame at 1/3 the weight with an alloy and some clever bracing. Of course alloys are way more expensive than this steel.