關於載重組合 - 土木
By Olive
at 2013-02-26T13:49
at 2013-02-26T13:49
Table of Contents
小弟不才想請教各位
小弟現在看混凝土工程設計規範之應用(404-100)下冊
第四章中 設計載重組合之最大設計彎矩、剪力及扭力
書上有寫到，根據第37項載重組合得到左端最大負彎矩為76.35 tf-m
而該載重組合方式為： U =1.2D + 0.5L1 - Ex2 + 0.3Ez
其中樓層平均載重為1.21 tf/m^2
樓層活載重為 0.2 tf/m^2
設計地震力 Ex=0.141W
垂直設計地震力Ez=0.27W
想請問各位先進該如何用此載重組合計算出最大設計彎矩
麻煩各位了。
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