規範條文...(大家正經一點~!) - 土木
By Caitlin
at 2011-07-12T17:41
at 2011-07-12T17:41
Table of Contents
規範 2.3.4
(a) 任何抵抗地震力構材之計算剪力強度低於該構材於設計載重併合地震效應
之撓曲強度所對應之剪力者,其剪力折減因數為0.60..
有誰可以幫我翻譯這一段文字....(老k~~你還躲~~)
=====我補充一下好了=====
Vn = (Vc + Vs) < Vu = Mu/Ln From (Load factor (DL, LL, E) )
then phi = 0.60...
我想要說的是這樣的邏輯....Vn已經比較小了(要放大斷面或加大配筋)
phi還從0.75降成0.60...這是落井下石嗎???
越來越覺得401-96像天書....有誰可以代購ACI-NOTE嗎???
=======
補個花絮好了....
etabs v9.7.x版.... 它雖然是提供了最新版的規範設計....
但是...它的設計結果跟V8.5版的結果是一樣....
這說明什麼呢???
CSI踹共....哈~~~
--
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