板配筋計算表

截面,,,l０（m）,h０（mm）,Ｍ（kn／m）＝α*m*q*l０２,Ａs＝Ｍ／（０.９５*h０fy）,配筋,實有Ａs,使用鋼筋的種類

跨中,Ａ,x方向,4.5,120,7.63,319,Φ8@150,335,

,,y方向,7.0,,2.92,122,Φ6@200,141,

,Ｂ,x方向,4.5,,6.05,253,Φ8@200,251,

,,y方向,7.0,,1.84,77,Φ6@200,141,Φ8@150

,Ｃ,x方向,3.5,,5.50,230,Φ8@200,251,

,,y方向,7.0,,1.32,55,Φ6@200,141,

,Ｄ,x方向,3.5,,4.00,167,Φ8@200,251,

,,y方向,7.0,,0.87,36,Φ6@200,141,Φ8@150

,Ｅ,x方向,4.5,,2.63,109,Φ6@200,141,

,,y方向,3.0,,0.87,36,Φ6@200,141,

,Ｆ,x方向,4.5,,2.28,94,Φ6@200,141,

,,y方向,3.0,,0.74,31,Φ6@200,141,Φ8@150

,Ｇ,x方向,3.5,,1.66,70,Φ6@200,141,

,,y方向,3.0,,2.01,84,Φ6@200,141,

,Ｈ,x方向,4.5,,1.36,57,Φ6@200,141,

,,y方向,3.0,,3.08,128,Φ6@200,141,Φ8@150

,Ｉ,x方向,4.5,,2.31,97,Φ6@200,141,

,,y方向,3.0,,1.66,69,Φ6@200,141,

支座,Ａ,x方向,4.5,120,-14.23,594,Φ8@80,629,

,,y方向,7.0,,-10.50,151,Φ6@125,226,Φ8@150

,Ｂ,x方向,4.5,,-10.78,450,Φ8@100,503,

,,y方向,7.0,,-7.71,322,Φ8@150,335,

,Ｃ,x方向,3.5,,-9.62,402,Φ8@125,402,

,,y方向,7.0,,-6.41,268,Φ8@150,335,Φ8@150

,Ｄ,x方向,3.5,,-6.82,285,Φ8@150,335,

,,y方向,7.0,,-4.64,194,Φ6@125,226,

,Ｅ,x方向,4.5,,-4.72,197,Φ6@125,226,

,,y方向,3.0,,-3.43,143,Φ6@125,226,Φ8@150

,Ｆ,x方向,4.5,,-4.52,189,Φ6@125,226,

,,y方向,3.0,,-3.42,143,Φ6@125,226,

,Ｇ,x方向,3.5,,-4.06,170,Φ6@125,226,

,,y方向,3.0,,-4.19,175,Φ6@125,226,

,Ｈ,x方向,4.5,,-4.53,190,Φ6@125,226,

,,y方向,3.0,,-5.97,250,Φ8@150,335,

,Ｉ,x方向,4.5,,-4.90,205,Φ6@125,226,

,,y方向,3.0,,-4.37,183,Φ6@125,226,

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