{"gross_floor_m2":36.716644,"stories":1,"required_x_cm_per_m2":21.0,"actual_x_cm":7680.4,"required_x_cm":771.049524,"required_y_cm_per_m2":21.0,"actual_y_cm":6427.9,"required_y_cm":771.049524,"balance_x":0.6162520580076232,"balance_y":0.5263935268430516,"pass":true,"messages":["壁量計算 OK (X: 7680/771cm, Y: 6428/771cm)","N値推定: 端部柱最大 4.6 kN → 推奨金物: かど金物 CP-T or 山形プレート VP","計算仮定: 軽い屋根+2階建て係数29 cm/m² (令第46条 表3)、壁倍率は構造用合板2.5/筋交2.0/IFCWALLSTANDARDCASE1.5/汎用1.0 の簡易判定。N値は端部柱の保守側推定。層間変形角は弾性域で 1/(200×剛性比) で近似。実際の構造設計では各柱位置で個別計算 + 構造一級建築士の検証必須。","4号特例廃止 (2025-04-01) 区分: 新3号建築物 (審査省略可) — 延べ床36.7㎡ / 1階建て"],"n_value_max_kn":4.5895805,"joint_recommendation":"かど金物 CP-T or 山形プレート VP","story_drift_ratio":0.0005997678277508985,"story_drift_pass":true,"asd":null}