{"gross_floor_m2":131.90940000000003,"stories":2,"required_x_cm_per_m2":29.0,"actual_x_cm":6997.5,"required_x_cm":2601.25012,"required_y_cm_per_m2":29.0,"actual_y_cm":6803.700000000001,"required_y_cm":2601.25012,"balance_x":0.7702888583218707,"balance_y":0.689662037728336,"pass":true,"messages":["壁量計算 OK (X: 6998/2601cm, Y: 6804/2601cm)","N値推定: 端部柱最大 22.4 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131.9㎡ / 2階建て"],"n_value_max_kn":22.424570000000003,"joint_recommendation":"ホールダウン金物 HD-B25","story_drift_ratio":0.0019116437526639917,"story_drift_pass":true,"asd":null}