在《混凝土结构设计规范》GB50010-2010表A.0.1,φ14钢筋理论重量为1.21kg/m。
一层一个方向，4000mm方向钢筋4000mmm/120mmX6m=200m
一层个方向，6000mm方向钢筋6000mmm/120mmX4m=200m
双层双向为2X(200m+200m=)=800m
上述钢筋长度未考虑周边梁的构造.
总重量为:800mX1.21kg/m=968kg=0.968t
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