Lily configuration reduced shear to 5,000 lbs but caused bending moment of 114,000 inch lbs at peak

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• Inserting a diamond-shaped compression piece in the lily reduced bending and shear through upper portion via compression preventing internal torquefinding0.782
  Unexpected structural action of a decorative element improved behavior.
• First plant-like truss: shear force of 7,400 lbs in top chord near peak (exceeding 3,344 lbs capacity); high shears in arch (4-8,000 lbs); high shear in edge member (8,000 lbs)finding0.725
  Finite element analysis identified three critical shear problem areas in the first beautiful design.
• Thick version of scissors truss became squat and ugly when members were widened to 6-9 inchesfinding0.712
  Aesthetic failure when moving from theoretical lines to real dimensions.
• Euryale 70B lifts only +1.57 (to 3.38); LoRA fine-tuning capped both default accessibility and latent capacityfinding0.695
  Contrast with Magnum shows LoRA vs full fine-tuning difference in residual headroom
• Perfectly triangulated scissors truss had low bending moments and shears, all within capacityfinding0.694
  The efficient triangulated model showed excellent structural behavior.
• Gemma-2-27B attention layer Latent SOO MSE reduced from 11 to 7.67 ± 0.77 after SOO fine-tuningfinding0.691
  SOO fine-tuning reduced attention layer MSE in Gemma-2-27B though MLP layers showed no significant change
• At generation 1000, hardwired embryos approached maximum fitness with positive slope 0.19 vs without-sharing slope 0.05 (30x30 grid)finding0.690
  Quantitative comparison of late-stage evolutionary dynamics.
• Modified CL loss produces EMD along feature dimensions of 0.007±0.001 on synthetic 10-class datasetfinding0.690
  Quantitative improvement in divergence reduction using the modified CL loss on synthetic dataset