{"gross_floor_m2":161.73191400000002,"stories":1,"required_x_cm_per_m2":21.0,"actual_x_cm":10872.3,"required_x_cm":3396.3701940000005,"required_y_cm_per_m2":21.0,"actual_y_cm":6463.2,"required_y_cm":3396.3701940000005,"balance_x":0.580060422960725,"balance_y":0.5800217746325531,"pass":true,"messages":["壁量計算 OK (X: 10872/3396cm, Y: 6463/3396cm)","N値推定: 端部柱最大 20.2 kN → 推奨金物: ホールダウン金物 HD-B25","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161.7㎡ / 1階建て"],"n_value_max_kn":20.216489250000002,"joint_recommendation":"ホールダウン金物 HD-B25","story_drift_ratio":0.0026274679678796884,"story_drift_pass":true,"asd":null}