想問土木版上高手們一個問題
如圖所示
http://i.imgur.com/igNrgXK.jpg
http://i.imgur.com/lqBUvQM.jpg
案例一：牆面預留筋間距與牆實際配筋間距較小，致部分無法對筋。
案例二：牆面預留筋因外力致部分無法對筋。
試問：以上兩案例是否適用ACI中12.14.2.3所提Bars spliced by noncontact lap splic
es in flexural members shall not be spaced transversely farther apart than one
-fifth the required lap splice length, nor 150 mm.