問題詳情
25 有一雙向版系統之部分平面圖如下，長向柱心跨距為 6 m，短向柱心跨距為 5 m，各柱均為40 cm×40 cm 斷面，此雙向版上必須承受 800 kgf/m2 的設計載重。若採用直接設計法，請問圖中 AB 跨對應設計帶之總靜定設計彎矩最接近下列何值？
(A) 11,850 kgf-m
(B) 12,696 kgf-m
(C) 15,000 kgf-m
(D) 15,680 kgf-m
參考答案
無參考答案
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