問題詳情
33 有關基腳設計的規定，下列何者錯誤？
(A)計算獨立基腳的底面積大小時，若採用土壤容許支承力計算，則所使用之外力與彎矩不須乘以載重因子
(B)獨立基腳在其底層鋼筋以上之厚度不得小於 15 cm
(C)基腳由基樁支承者，其在底層鋼筋以上之厚度不得小於 30 cm
(D)聯合基腳版或筏基版，得採用雙向版的直接設計法設計
(A)計算獨立基腳的底面積大小時，若採用土壤容許支承力計算，則所使用之外力與彎矩不須乘以載重因子
(B)獨立基腳在其底層鋼筋以上之厚度不得小於 15 cm
(C)基腳由基樁支承者，其在底層鋼筋以上之厚度不得小於 30 cm
(D)聯合基腳版或筏基版，得採用雙向版的直接設計法設計
參考答案
無參考答案
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