So, a stud grade hem-fir 2x4 has a maximum bending moment capacity of ~170 ft-lbs if a random online calculator is to be believed (i.e. with a grain of salt). A single Powerwall is about 6" thick and weighs about 250 lbs, so if you allow for it to be 1" off the face of the stud itself, you get a moment arm of 4", and a moment of ~63 lbs. Not a problem when you have 2 studs with a combined moment capacity of 340 ft-lbs.
But this analysis also shows why you don't stack PWs when hung on the wall. Stacking two would give you 500 lbs about ~7" off the face of the stud (center of mass), which gives you a moment of 290 ft-lbs. Still less than the combined moment capacity of 340 ft-lbs for the two studs, but not much margin of error. Add in some lateral loading from wind or seismic, and the two studs would be over capacity.
Cheers< Wayne
Whoa for real... I thought Cheers, Wayne was a signature or at least a keyboard macro. But you're typing that every single time? Very Impressive.