As no uniform method has been formed yet for the joint re-bar of RC structure presently,over reinforcement or less reinforcement may occur in the joint rebar design.

　
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  • 由于目前沒(méi)有鋼筋混凝土結構鋼筋細部節點(diǎn)統一作法,在節點(diǎn)鋼筋設計時(shí)易出現鋼筋配筋率過(guò)大或鋼筋錨固不足等現象。
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