{"gross_floor_m2":148.018004,"stories":2,"required_x_cm_per_m2":29.0,"actual_x_cm":8750.25,"required_x_cm":2324.6863999999996,"required_y_cm_per_m2":29.0,"actual_y_cm":5774.0,"required_y_cm":2324.6863999999996,"balance_x":0.8241697779524464,"balance_y":0.7630553656869445,"pass":true,"messages":["壁量計算 OK (X: 8750/2325cm, Y: 5774/2325cm)","N値推定: 端部柱最大 20.0 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2号建築物 (壁量+N値+柱小径+横架材スパン) — 延べ床148.0㎡ / 2階建て"],"n_value_max_kn":20.040399999999998,"joint_recommendation":"ホールダウン金物 HD-B25","story_drift_ratio":0.002013064080360235,"story_drift_pass":true,"asd":null}