{"text_format":"3","workbook":"xlsx","n_sheets":9,"sheets":["Sheet1","計算書テンプレート","MA50-1.0","MA50-1.2","MA50-1.6","MA75-1.2","MA75-1.6","工事情報","ヘルプテキスト"],"not_rendered":{"macros":1,"defined_names":5},"read":"whole","date_system":"1900"}

{"sheet":"Sheet1","index":0,"n_rows":0,"n_cols":0,"rows_kept":0}

{"sheet":"計算書テンプレート","index":1,"n_rows":80,"n_cols":13,"rows_kept":80,"hidden":true,"merged":[[0,11,0,12]]}
[{"$nulls":11},"YYYY/MM/DD"]
["MAデッキ合成スラブの構造計算書",{"$nulls":4},"(MAXX-X.Xタイプ)"]
["■前提"]
[null,"①構造設計は、(財)日本建築センター編「デッキプレート版技術基準解説及び設計・計算例」、および(社)日本鉄鋼連盟編「デッキプレート床構造設計・施工規準-2018」による。"]
[null,"②同規準に従い、合成スラブ床は単純支持条件で計算する。"]
[null,"③デッキプレート施工時単純支持がNGの場合は、連続支持条件とする。　　"]
["■工事名称および用途"]
[null,"XXXXXXXX (用途: XXXXXXXX)"]
["■設計条件"]
[null,"①スパン",null,null,"最大スパン","(L)","=",{"v":0,"d":"0.000"},"m"]
[{"$nulls":4},"デッキ幅方向のスラブ長さ","(Lx)","=",{"v":0,"d":"0.000"},"m"]
[{"$nulls":4},"デッキ長手方向のスラブ長さ","(Ly)","=",{"v":0,"d":"0.000"},"m"]
[null,"②デッキプレート",null,null,"種類",null,":"]
[{"$nulls":4},"板厚","(t)","=",{"v":0,"d":"0.0"},"mm"]
[{"$nulls":4},"デッキプレートの全せい","(H)","=",0,"mm"]
[{"$nulls":4},"デッキ基準強度","(F)","=",0,"N/mm2"]
[{"$nulls":4},"デッキ自重","(Ｗsd)","=",{"v":0,"d":"0.00"},"kg/m2"]
[{"$nulls":4},"断面2次モーメント","(sI)","=",{"v":0,"d":"0.00"},"×104mm4"]
[{"$nulls":4},"断面係数","(sZ)","=",{"v":0,"d":"0.00"},"×103mm3"]
[{"$nulls":4},"鋼材のヤング係数","(Es)","=",{"v":0,"d":"0.00"},"×105N/mm2"]
[null,"③合成スラブ",null,null,"コンクリート基準強度","(Fc）","=",0,"N/mm2"]
[{"$nulls":4},"鉄筋コンの単位体積重量","(γ）","=",0,"(KN/m3)"]
[{"$nulls":4},"山上コンクリート厚さ","(S）","=",0,"mm"]
[{"$nulls":4},"床スラブ自重","(Ws)","=",0,"N/m2","(デッキ自重+鉄筋コン自重）"]
[{"$nulls":4},"増打ちコンクリート厚さ","(S0)","=",0,"mm","(同時コンクリート打設）"]
[{"$nulls":4},"増打ちコンクリート自重","(Ｗcs）","=",0,"N/m2","(=S0*γ(N/㎡))"]
[{"$nulls":4},"断面2次モーメント","(cIn）","=",0,"×104mm4"]
[{"$nulls":4},"コンクリート用断面係数","(cZc）","=",0,"×103mm3"]
[{"$nulls":4},"デッキ用断面係数","(cZt）","=",{"v":0,"d":"0.0"},"×103mm3"]
[{"$nulls":4},"負曲げ断面係数","(cZe）","=",0,"×103mm3"]
[{"$nulls":4},"たわみ増大係数","(k)","=",{"v":0,"d":"0.0"}]
[{"$nulls":4},"ヤング係数比","(n)","=",0]
[null,"④溶接金網または鉄筋",null,null,"断面積","(ar)","=",{"v":0,"d":"0.00"},"mm2/m"]
[null,"⑤梁との接合形式",null,null,"焼抜き栓溶接間隔","(dw1）","=",0,"mm"]
[null,"⑤梁との接合形式",null,null,"打込み鋲間隔","(dw2）","=",0,"mm"]
[null,"⑤梁との接合形式",null,null,"頭付きスタッド",null,"："]
[{"$nulls":4},"　・径","(d)","=",0,"mm"]
[{"$nulls":4},"　・間隔","(Ds)","=",0,"mm"]
[{"$nulls":4},"標準せん断力係数","(kq)","=",{"v":0,"d":"0.00"}]
[null,"⑥床耐火時間",{"$nulls":4},"："]
["■設計荷重の算出"]
[null,"①天井仕上げ荷重",{"$nulls":3},"Wce","=",0,"N/m2"]
[null,"②(天井仕上げ+増しコン) 荷重",{"$nulls":3},"Ｗ0","=",0,"N/m2","(=Ｗce+Ｗcs）"]
[null,"③固定荷重",{"$nulls":3},"Ｗdl","=",0,"N/m2","(=Ｗs+Ｗ0）"]
[null,"④施工時荷重",{"$nulls":3},"Ｗc","=",0,"N/m2"]
[null,"⑤積載荷重",{"$nulls":3},"Ｗll","=",0,"N/m2"]
[null,"⑥地震時荷重",{"$nulls":3},"Ｗq","=",0,"N/m2"]
["■応力・たわみ検定"]
[null,"Ⅰ) デッキ施工時の検定 (短期)",{"$nulls":3},"wW","=",0,"N/m2","(=Ｗs+Wcs+Ｗc）"]
[null,null,"・応力検定",null,"σy=1/8・wＷ・L2/sZ",null,"=",0,"N/mm2","≦ F =",0,"N/mm2"]
[null,null,"・たわみ検定 (単純支持)",null,"ssδy=5/384・wＷ・L4/(Es・sI）",null,"=",{"v":0,"d":"0.00"},"mm","≦ L*103/180 =",{"v":0,"d":"0.0"},"mm　and　20mm"]
[null,null,"・たわみ検定 (連続支持)",null,"csδy=1/145・wＷ・L4/(Es・sI）",null,"=",{"v":0,"d":"0.00"},"mm","≦ L*103/180 =",{"v":0,"d":"0.0"},"mm　and　20mm"]
[null,"Ⅱ) 設計時の検定 (長期）",{"$nulls":3},"LW","=",0,"N/m2","(=Ｗdl+Ｗll)"]
[null,null,"・応力検定 (デッキプレート)",null,"sσy=1/8・LＷ・L2/cZt",null,"=",{"v":0,"d":"0.0"},"N/mm2","≦ F/1.5 =",0,"N/mm2"]
[null,null,"・応力検定 (コンクリート)",null,"cσy=1/8・LＷ・L2/cZc",null,"=",{"v":0,"d":"0.00"},"N/mm2","≦ Fc/3 =",{"v":0,"d":"0.00"},"N/mm2"]
[{"$nulls":5},"DW","=",0,"N/m2","(=Ｗce+Ｗll）"," "]
[null,null,"・たわみ検定",null,"δy=k*n*5/384・DＷ・L4/(Es・cIn）",null,"=",{"v":0,"d":"0.00"},"mm","≦ L*103/250 =",{"v":0,"d":"0.0"},"mm"]
[null,"Ⅲ) ひび割れ拡大防止の検定",{"$nulls":3},"cW","=",0,"N/m2","(=Ｗce+Ｗll）"," "]
[null,null,"・応力検定",null,"σc=1/12・cＷ・L2/cZe",null,"=",{"v":0,"d":"0.00"},"N/mm2","≦ 0.62√Fc =",{"v":0,"d":"0.00"},"N/mm2"]
[null,null,"・鉄筋量検定",null,"pt=ar/(S+S0)/10",null,"=",{"v":0,"d":"0.00"},"%","≧　",{"v":0.2,"d":"0.20"},"％"]
[null,null,"・梁上鉄筋量検定 [推奨]",null,"pt=(ar+aD10*200)/(S+H+S0)/10",null,"=",{"v":0,"d":"0.00"},"%","≧　",{"v":0.2,"d":"0.20"},"％"]
[null,"Ⅳ) 梁との接合強度検定 (短期)",{"$nulls":3},"qW","=",0,"KN/m2","(=Ｗdl+Ｗq）"]
[null,null,"・焼抜き栓溶接の場合"]
[{"$nulls":3},"・許容せん断力 (短期)",null,"(qw1)","=",0,"N/mm2"]
[{"$nulls":3},"・地震時せん断力","qQ=1/2・kq・qＷ・Lx・Ly/103",null,"=",{"v":0,"d":"0.0"},"KN","≦ Qa = (qw1/dw1)・Ly =",{"v":0,"d":"0.0"},"KN"]
[null,null,"・打込み鋲の場合"]
[{"$nulls":3},"・許容せん断力 (短期)",null,"(qw2)","=",0,"N/mm2"]
[{"$nulls":3},"・地震時せん断力","qQ=1/2・kq・qＷ・Lx・Ly/103",null,"=",{"v":0,"d":"0.0"},"KN","≦ Qa = (qw2/dw2)・Ly =",{"v":0,"d":"0.0"},"KN"]
[null,null,"・頭付きスタッドの場合"]
[{"$nulls":4},"断面積 (sca）",null,"=",{"v":0,"d":"0.00"},"mm2"]
[{"$nulls":4},"コンクリートヤング係数 (Ec)",null,"=",{"v":0,"d":"0.000"},"×105N/mm2","(=21000・(γ/23)1.5・√(Fc/20))"]
[{"$nulls":4},"√(Fc・Ec)",null,"=",0,"N/mm2","(500≦√(Fc・Ec)≦900)"]
[{"$nulls":3},"・頭付きスタッドの耐力","qs",null,"=",0,"N","(=0.5・scａ√(Fc・Ec))"]
[{"$nulls":3},"・間隔検定","ds=qs/S/(Fc/10)",null,"=",0,"mm","≧ Ds =",0,"mm"]
["■無被覆耐火構造認定の検定",{"$nulls":4},"fW","=",0,"N/m2","(=Ｗ0+Ｗll）"]
[null,"・耐火認定荷重検定",null,null,"fＷa=5,400*(3.4/L)2","fＷa","=",0,"N/m2","≧ fＷ =",0,"N/m2"]
[null,"・デッキスパン検定",null,null,"  ","La","=",0,"mm","≧ L =",0,"mm"]
[null,"・山上コンクリート厚さ検定",{"$nulls":3},"Sa","=",0,"mm","≦ S =",0,"mm"]
[]
[{"$nulls":12},"以上"]

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["ＭＡ５０デッキ　1.0㎜　合成スラブ用計算表　　",{"$nulls":3},"（ＳＩ単位）"]
[]
["入力データ"]
[null,"普通ｺﾝｸﾘｰﾄ単重重量","ｺﾝｸﾘｰﾄ圧縮強度","正曲げ用ヤング係数比","負曲げ用ヤング係数比","ﾃﾞｯｷ降伏点強度"]
[null,"ρ (KN/m3)","Ｆc (N/mm2)","ｎｐ","ｎｍ","Ｆ (N/mm2)"]
[null,24,21,15,15,235]
[]
["デッキ単体データ"]
[null,"デッキ厚さ","断面積","断面２次ﾓｰﾒﾝﾄ","中立軸","断面係数","デッキ重量","デッキ高さ","ﾔﾝｸﾞ率"]
[null,"ｔ (mm)","a (mm2)","sＩ (mm4/m)","cm","Z (mm3/m)","kg/m2","cm","KN/mm2"]
[null,1,13.85,56.4,2.552,22.1,11,5,205]
["コンクリート部データ"]
[null,"コンクリート断面積","コン","ｺﾝｸﾘｰﾄ断面２次ﾓｰﾒﾝﾄ","単位幅","溝部換算ｺﾝｸﾘｰﾄ厚さ","軽量１種ｺﾝｸﾘｰﾄ単位重量","軽量2種ｺﾝｸﾘｰﾄ単位重量"]
[null,"AC (cm2/m)","XC (cm)","Ic (cm4/m)","B (cm)","Hc (cm)","ρ (KN/m3)","ρ (KN/m3)"]
[null,251.4,2.216,500.97,100,2.514,20,18]
[]
["明治合成スラブの重量及び断面性能"]
["断面性能",null,"MA50　t=1.0mm  Z12"]
["Ｓ (mm)　　　　　　　　　　　　　　　山上コンクリート厚さ",null,50,55,60,65,70,75,80,85,90,95,100]
["Sd","x 10 mm",{"$f":"C19/10+$E$11","v":{"v":7.552,"d":"7.55"}},{"v":8.052,"d":"8.05"},{"v":8.552,"d":"8.55"},{"v":9.052,"d":"9.05"},{"v":9.552,"d":"9.55"},{"v":10.052,"d":"10.05"},{"v":10.552,"d":"10.55"},{"v":11.052,"d":"11.05"},{"v":11.552,"d":"11.55"},{"v":12.052,"d":"12.05"},{"v":12.552,"d":"12.55"}]
["cＸn","x 10 mm",{"$f":"(-$D$6*$C$11+($D$6^2*$C$11^2+2*$D$6*$E$15*$C$11*C20)^(1/2))/$E$15","v":{"v":3.896992970118887,"d":"3.90"}},{"v":4.06839832733995,"d":"4.07"},{"v":4.235151285315862,"d":"4.24"},{"v":4.397611292479844,"d":"4.40"},{"v":4.55609376582558,"d":"4.56"},{"v":4.710877291370891,"d":"4.71"},{"v":4.862209377920664,"d":"4.86"},{"v":5.010311104283184,"d":"5.01"},{"v":5.15538090943021,"d":"5.16"},{"v":5.2975977112171195,"d":"5.30"},{"v":5.437123493562402,"d":"5.44"}]
["c In","x 10^4 mm4",{"$f":"INT(($E$15*C21^3)/3+$D$6*($D$11+$C$11*(C20-C21)^2))","v":5594},{"$f":"INT(($E$15*D21^3)/3+$D$6*($D$11+$C$11*(D20-D21)^2))","v":6387},7249,8181,9183,10257,11403,12621,13913,15279,16720]
["cＺc","x 10^3 mm3",{"$f":"INT(C22/C21)","v":1435},{"$f":"INT(D22/D21)","v":1569},1711,1860,2015,2177,2345,2519,2698,2884,3075]
["cＺt","x10^3 mm3",{"$f":"INT(C22/($D$6*(C19/10+$H$11-C21))*10)/10","v":61.1},{"$f":"INT(D22/($D$6*(D19/10+$H$11-D21))*10)/10","v":66.2},71.4,76.7,82.2,87.7,93.4,99.1,104.8,110.6,116.5]
["cSn","x 10^3 mm2",{"$f":"$D$6*$C$11*(C19/10+$E$11-C21)","v":{"v":759.3277104578011,"d":"759.3"}},{"$f":"$D$6*$C$11*(D19/10+$E$11-D21)","v":{"v":827.5932474951253,"d":"827.6"}},{"v":896.8253204756296,"d":"896.8"},{"v":966.9492539873123,"d":"966.9"},{"v":1037.8995201497357,"d":"1037.9"},{"v":1109.6182427176973,"d":"1109.6"},{"v":1182.054001736982,"d":"1182.1"},{"v":1255.1608680851684,"d":"1255.2"},{"v":1328.8976160658738,"d":"1328.9"},{"v":1403.2270754946433,"d":"1403.2"},{"v":1478.1155942124108,"d":"1478.1"}]
["eXn","x 10 mm",{"$f":"((1/2)*$E$15*(C19/10)^2+$B$15*(C19/10+$C$15)+$E$6*$C$11*C20)/($E$15*C19/10+$B$15+$E$6*$C$11)","v":{"v":4.830350205911484,"d":"4.83"}},{"$f":"((1/2)*$E$15*(D19/10)^2+$B$15*(D19/10+$C$15)+$E$6*$C$11*D20)/($E$15*D19/10+$B$15+$E$6*$C$11)","v":{"v":5.0786358816826045,"d":"5.08"}},{"v":5.327083415946749,"d":"5.33"},{"v":5.575670919172339,"d":"5.58"},{"v":5.824380278652461,"d":"5.82"},{"v":6.073196377620642,"d":"6.07"},{"v":6.322106500416948,"d":"6.32"},{"v":6.571099873964023,"d":"6.57"},{"v":6.820167310451384,"d":"6.82"},{"v":7.069300926090197,"d":"7.07"},{"v":7.318493917691806,"d":"7.32"}]
["fＩ","x 10^4 mm4",{"$f":"INT(($E$15*(C19/10)^3)/12+$E$15*C19/10*(C26-C19/10/2)^2+$D$15+$B$15*(C19/10+$C$15-C26)^2+$E$6*($D$11+$C$11*(C20-C26)^2))","v":8073},{"$f":"INT(($E$15*(D19/10)^3)/12+$E$15*D19/10*(D26-D19/10/2)^2+$D$15+$B$15*(D19/10+$C$15-D26)^2+$E$6*($D$11+$C$11*(D20-D26)^2))","v":9301},10654,12141,13765,15535,17456,19534,21776,24188,26775]
["cＺe","x 10^3 mm3",{"$f":"INT(C27/C26)","v":1671},{"$f":"INT(D27/D26)","v":1831},1999,2177,2363,2557,2761,2972,3192,3421,3658]
[]
["重量","普通ｺﾝｸﾘｰﾄ",{"$f":"$B$6*(C19+$F$15*10)+$G$11*9.8","v":{"v":1911.16,"d":"1911"}},{"$f":"$B$6*(D19+$F$15*10)+$G$11*9.8","v":{"v":2031.16,"d":"2031"}},{"v":2151.1600000000003,"d":"2151"},{"v":2271.1600000000003,"d":"2271"},{"v":2391.1600000000003,"d":"2391"},{"v":2511.1600000000003,"d":"2511"},{"v":2631.1600000000003,"d":"2631"},{"v":2751.1600000000003,"d":"2751"},{"v":2871.1600000000003,"d":"2871"},{"v":2991.1600000000003,"d":"2991"},{"v":3111.1600000000003,"d":"3111"}]
["(N/m2)","１種軽量ｺﾝｸﾘｰﾄ",{"$f":"$G$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1610.6,"d":"1611"}},{"$f":"$G$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1710.6,"d":"1711"}},{"v":1810.6,"d":"1811"},{"v":1910.6,"d":"1911"},{"v":2010.6,"d":"2011"},{"v":2110.6,"d":"2111"},{"v":2210.6000000000004,"d":"2211"},{"v":2310.6000000000004,"d":"2311"},{"v":2410.6000000000004,"d":"2411"},{"v":2510.6000000000004,"d":"2511"},{"v":2610.6000000000004,"d":"2611"}]
["含む ﾃﾞｯｷ　+ ｺﾝｸﾘｰﾄ","２種軽量ｺﾝｸﾘｰﾄ",{"$f":"$H$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1460.32,"d":"1460"}},{"$f":"$H$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1550.32,"d":"1550"}},{"v":1640.32,"d":"1640"},{"v":1730.32,"d":"1730"},{"v":1820.32,"d":"1820"},{"v":1910.32,"d":"1910"},{"v":2000.32,"d":"2000"},{"v":2090.32,"d":"2090"},{"v":2180.32,"d":"2180"},{"v":2270.32,"d":"2270"},{"v":2360.32,"d":"2360"}]
[]
["Sd","コンクリート等価厚さ",{"$nulls":7},"( 単重量 )"]
["cＸn","有効等価断面の合成スラブ圧縮縁から中立軸までの距離",{"$nulls":7},"普通ｺﾝｸﾘｰﾄ        24 KN/m3"]
["c In","引張側コンクリートを無視した合成スラブの中立軸回りの有効等価断面二次モーメント（コンクリート換算）",{"$nulls":7},"１種軽量ｺﾝｸﾘｰﾄ   20 KN/m3"]
["cＺc","有効等価断面の圧縮側断面係数",{"$nulls":7},"２種軽量ｺﾝｸﾘｰﾄ   18 KN/m3"]
["cＺt","有効等価断面の引張側断面係数",{"$nulls":7},"（ デッキ自重修正表　）　上記重量表に加算"]
["cSn","有効等価断面の中立軸回りの有効等価断面一次モーメント"]
["eXn","全断面有効の合成スラブ上端から中立軸までの距離"]
["fＩ","全断面有効の合成スラブの中立軸回りの等価断面二次モーメント（コンクリート換算）"]
["cＺe","全断面有効の合成スラブ上端からの断面性能"]

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["ＭＡ５０デッキ　1.2㎜　合成スラブ用計算表　　",{"$nulls":3},"（ＳＩ単位）"]
[]
["入力データ"]
[null,"普通ｺﾝｸﾘｰﾄ単重重量","ｺﾝｸﾘｰﾄ圧縮強度","正曲げ用ヤング係数比","負曲げ用ヤング係数比","ﾃﾞｯｷ降伏点強度"]
[null,"ρ (KN/m3)","Ｆc (N/mm2)","ｎｐ","ｎｍ","Ｆ (N/mm2)"]
[null,24,21,15,15,235]
[]
["デッキ単体データ"]
[null,"デッキ厚さ","断面積","断面２次ﾓｰﾒﾝﾄ","中立軸","断面係数","デッキ重量","デッキ高さ","ﾔﾝｸﾞ率"]
[null,"ｔ (mm)","a (mm2)","sＩ (mm4/m)","cm","Z (mm3/m)","kg/m2","cm","KN/mm2"]
[null,1.2,16.37,67.8,2.55,26.6,13,5,205]
["コンクリート部データ"]
[null,"コンクリート断面積","コン","ｺﾝｸﾘｰﾄ断面２次ﾓｰﾒﾝﾄ","単位幅","溝部換算ｺﾝｸﾘｰﾄ厚さ","軽量１種ｺﾝｸﾘｰﾄ単位重量","軽量2種ｺﾝｸﾘｰﾄ単位重量"]
[null,"AC (cm3)","XC (cm)","Ic (cm4/m)","B (cm)","Hc (cm)","ρ (KN/m3)","ρ (KN/m3)"]
[null,{"$f":"150.45/0.6","v":250.75},2.204,{"$f":"297.249/0.6","v":495.4150000000001},100,2.5066,20,18]
[]
["明治合成スラブの重量及び断面性能"]
["断面性能",null,"MA50　t=1.2mm  Z12"]
["Ｓ (mm)　　　　　　　　　　　　　　　山上コンクリート厚さ",null,50,55,60,65,70,75,80,85,90,95,100]
["Sd","x 10 mm",{"$f":"C19/10+$E$11","v":7.55},8.05,8.55,9.05,9.55,10.05,10.55,11.05,11.55,12.05,12.55]
["cＸn","x 10 mm",{"$f":"(-$D$6*$C$11+($D$6^2*$C$11^2+2*$D$6*$E$15*$C$11*C20)^(1/2))/$E$15","v":{"v":4.110132509514981,"d":"4.11"}},{"v":4.2945392776635005,"d":"4.29"},{"v":4.47404040683796,"d":"4.47"},{"v":4.649007741568026,"d":"4.65"},{"v":4.81976839711086,"d":"4.82"},{"v":4.986611948230825,"d":"4.99"},{"v":5.1497961973877135,"d":"5.15"},{"v":5.309551851082515,"d":"5.31"},{"v":5.466086346812108,"d":"5.47"},{"v":5.619587011915103,"d":"5.62"},{"v":5.770223691566596,"d":"5.77"}]
["c In","x 10^4 mm4",{"$f":"INT(($E$15*C21^3)/3+$D$6*($D$11+$C$11*(C20-C21)^2))","v":6236},{"$f":"INT(($E$15*D21^3)/3+$D$6*($D$11+$C$11*(D20-D21)^2))","v":7120},8081,9122,10243,11445,12730,14097,15549,17086,18707]
["cＺc","x 10^3 mm3",{"$f":"INT(C22/C21)","v":1517},{"$f":"INT(D22/D21)","v":1657},1806,1962,2125,2295,2471,2655,2844,3040,3242]
["cＺt","x10^3 mm3",{"$f":"INT(C22/($D$6*(C19/10+$H$11-C21))*10)/10","v":70.5},{"$f":"INT(D22/($D$6*(D19/10+$H$11-D21))*10)/10","v":76.4},82.5,88.7,95.1,101.5,108.1,114.7,121.4,128.2,135.1]
["cSn","x 10^3 mm2",{"$f":"$D$6*$C$11*(C19/10+$E$11-C21)","v":{"v":844.6594622885963,"d":"844.7"}},{"$f":"$D$6*$C$11*(D19/10+$E$11-D21)","v":{"v":922.1533803697276,"d":"922.2"}},{"v":1000.8518781009391,"d":"1000.9"},{"v":1080.6636490579715,"d":"1080.7"},{"v":1161.5083700894286,"d":"1161.5"},{"v":1243.314936111921,"d":"1243.3"},{"v":1326.0200437314472,"d":"1326.0"},{"v":1409.5670429666889,"d":"1409.6"},{"v":1493.9049975402872,"d":"1493.9"},{"v":1578.9879092242468,"d":"1579.0"},{"v":1664.7740725358226,"d":"1664.8"}]
["eXn","x 10 mm",{"$f":"((1/2)*$E$15*(C19/10)^2+$B$15*(C19/10+$C$15)+$E$6*$C$11*C20)/($E$15*C19/10+$B$15+$E$6*$C$11)","v":{"v":4.928541102077688,"d":"4.93"}},{"$f":"((1/2)*$E$15*(D19/10)^2+$B$15*(D19/10+$C$15)+$E$6*$C$11*D20)/($E$15*D19/10+$B$15+$E$6*$C$11)","v":{"v":5.181071872311957,"d":"5.18"}},{"v":5.43337179604123,"d":"5.43"},{"v":5.685471080868884,"d":"5.69"},{"v":5.937394884226365,"d":"5.94"},{"v":6.189164326406162,"d":"6.19"},{"v":6.44079726915066,"d":"6.44"},{"v":6.692308920745749,"d":"6.69"},{"v":6.943712311107929,"d":"6.94"},{"v":7.195018668326075,"d":"7.20"},{"v":7.446237719708615,"d":"7.45"}]
["fＩ","x 10^4 mm4",{"$f":"INT(($E$15*(C19/10)^3)/12+$E$15*C19/10*(C26-C19/10/2)^2+$D$15+$B$15*(C19/10+$C$15-C26)^2+$E$6*($D$11+$C$11*(C20-C26)^2))","v":8488},{"$f":"INT(($E$15*(D19/10)^3)/12+$E$15*D19/10*(D26-D19/10/2)^2+$D$15+$B$15*(D19/10+$C$15-D26)^2+$E$6*($D$11+$C$11*(D20-D26)^2))","v":9766},11175,12720,14409,16248,18242,20398,22723,25222,27902]
["cＺe","x 10^3 mm3",{"$f":"INT(C27/C26)","v":1722},1185,{"$f":"INT(E27/E26)","v":2056},2237,2426,2625,2832,3048,3272,3505,3747]
[]
["重量","普通ｺﾝｸﾘｰﾄ",{"$f":"$B$6*(C19+$F$15*10)+$G$11*9.8","v":{"v":1928.9840000000002,"d":"1929"}},{"$f":"$B$6*(D19+$F$15*10)+$G$11*9.8","v":{"v":2048.984,"d":"2049"}},{"v":2168.984,"d":"2169"},{"v":2288.984,"d":"2289"},{"v":2408.984,"d":"2409"},{"v":2528.984,"d":"2529"},{"v":2648.984,"d":"2649"},{"v":2768.984,"d":"2769"},{"v":2888.984,"d":"2889"},{"v":3008.984,"d":"3009"},{"v":3128.984,"d":"3129"}]
["(N/m2)","１種軽量ｺﾝｸﾘｰﾄ",{"$f":"$G$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1628.7200000000003,"d":"1629"}},{"$f":"$G$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1728.7200000000003,"d":"1729"}},{"v":1828.7200000000003,"d":"1829"},{"v":1928.7200000000003,"d":"1929"},{"v":2028.7200000000003,"d":"2029"},{"v":2128.7200000000003,"d":"2129"},{"v":2228.7200000000003,"d":"2229"},{"v":2328.7200000000003,"d":"2329"},{"v":2428.7200000000003,"d":"2429"},{"v":2528.7200000000003,"d":"2529"},{"v":2628.7200000000003,"d":"2629"}]
["含む ﾃﾞｯｷ　+ ｺﾝｸﾘｰﾄ","２種軽量ｺﾝｸﾘｰﾄ",{"$f":"$H$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1478.5880000000002,"d":"1479"}},{"$f":"$H$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1568.5880000000002,"d":"1569"}},{"v":1658.5880000000002,"d":"1659"},{"v":1748.5880000000002,"d":"1749"},{"v":1838.5880000000002,"d":"1839"},{"v":1928.5880000000002,"d":"1929"},{"v":2018.5880000000002,"d":"2019"},{"v":2108.588,"d":"2109"},{"v":2198.588,"d":"2199"},{"v":2288.588,"d":"2289"},{"v":2378.588,"d":"2379"}]
[]
["Sd","コンクリート等価厚さ",{"$nulls":7},"( 単重量 )"]
["cＸn","有効等価断面の合成スラブ圧縮縁から中立軸までの距離",{"$nulls":7},"普通ｺﾝｸﾘｰﾄ        24 KN/m3"]
["c In","引張側コンクリートを無視した合成スラブの中立軸回りの有効等価断面二次モーメント（コンクリート換算）",{"$nulls":7},"１種軽量ｺﾝｸﾘｰﾄ   20 KN/m3"]
["cＺc","有効等価断面の圧縮側断面係数",{"$nulls":7},"２種軽量ｺﾝｸﾘｰﾄ   18 KN/m3"]
["cＺt","有効等価断面の引張側断面係数",{"$nulls":7},"（ デッキ自重修正表　）　上記重量表に加算"]
["cSn","有効等価断面の中立軸回りの有効等価断面一次モーメント",{"$nulls":7},"Z27   MA50 t=1.2     2.94 N/m2"]
["eXn","全断面有効の合成スラブ上端から中立軸までの距離"]
["fＩ","全断面有効の合成スラブの中立軸回りの等価断面二次モーメント（コンクリート換算）"]
["cＺe","全断面有効の合成スラブ上端からの断面性能"]

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["ＭＡ５０デッキ　1.6㎜　合成スラブ用計算表　　",{"$nulls":3},"（ＳＩ単位）"]
[]
["入力データ"]
[null,"普通ｺﾝｸﾘｰﾄ単重重量","ｺﾝｸﾘｰﾄ圧縮強度","正曲げ用ヤング係数比","負曲げ用ヤング係数比","ﾃﾞｯｷ降伏点強度"]
[null,"ρ (KN/m3)","Ｆc (N/mm2)","ｎｐ","ｎｍ","Ｆ (N/mm2)"]
[null,24,21,15,15,235]
[]
["デッキ単体データ"]
[null,"デッキ厚さ","断面積","断面２次ﾓｰﾒﾝﾄ","中立軸","断面係数","デッキ重量","デッキ高さ","ﾔﾝｸﾞ率"]
[null,"ｔ (mm)","a (mm2)","sＩ (mm4/m)","cm","Z (mm3/m)","kg/m2","cm","KN/mm2"]
[null,1.6,21.67,88.6,2.55,34.8,17.2,5,205]
["コンクリート部データ"]
[null,"コンクリート断面積","コン","ｺﾝｸﾘｰﾄ断面２次ﾓｰﾒﾝﾄ","単位幅","溝部換算ｺﾝｸﾘｰﾄ厚さ","軽量１種ｺﾝｸﾘｰﾄ単位重量","軽量2種ｺﾝｸﾘｰﾄ単位重量"]
[null,"AC (cm3)","XC (cm)","Ic (cm4/m)","B (cm)","Hc (cm)","ρ (KN/m3)","ρ (KN/m3)"]
[null,247.7,2.187,481.29833,100,2.4768,20,18]
[]
["明治合成スラブの重量及び断面性能"]
["断面性能",null,"MA50　t=1.6mm  Z12"]
["Ｓ (mm)　　　　　　　　　　　　　　　山上コンクリート厚さ",null,50,55,60,65,70,75,80,85,90,95,100]
["Sd","x 10 mm",{"$f":"C19/10+$E$11","v":7.55},8.05,8.55,9.05,9.55,10.05,10.55,11.05,11.55,12.05,12.55]
["cＸn","x 10 mm",{"$f":"(-$D$6*$C$11+($D$6^2*$C$11^2+2*$D$6*$E$15*$C$11*C20)^(1/2))/$E$15","v":{"v":4.4727312052663555,"d":"4.47"}},{"v":4.680376385999217,"d":"4.68"},{"v":4.882722009142503,"d":"4.88"},{"v":5.080154251017744,"d":"5.08"},{"v":5.2730145480019,"d":"5.27"},{"v":5.4616065334395465,"d":"5.46"},{"v":5.646201650049866,"d":"5.65"},{"v":5.827043734403046,"d":"5.83"},{"v":6.004352794615374,"d":"6.00"},{"v":6.178328148290753,"d":"6.18"},{"v":6.3491510483454565,"d":"6.35"}]
["c In","x 10^4 mm4",{"$f":"INT(($E$15*C21^3)/3+$D$6*($D$11+$C$11*(C20-C21)^2))","v":7389},{"$f":"INT(($E$15*D21^3)/3+$D$6*($D$11+$C$11*(D20-D21)^2))","v":8437},9580,10821,12162,13602,15145,16791,18541,20396,22358]
["cＺc","x 10^3 mm3",{"$f":"INT(C22/C21)","v":1652},{"$f":"INT(D22/D21)","v":1802},1962,2130,2306,2490,2682,2881,3087,3301,3521]
["cＺt","x10^3 mm3",{"$f":"INT(C22/($D$6*(C19/10+$H$11-C21))*10)/10","v":89.1},{"$f":"INT(D22/($D$6*(D19/10+$H$11-D21))*10)/10","v":96.6},104.4,112.3,120.5,128.8,137.3,145.8,154.5,163.4,172.3]
["cSn","x 10^3 mm2",{"$f":"$D$6*$C$11*(C19/10+$E$11-C21)","v":{"v":1000.2662217281711,"d":"1000.3"}},{"$f":"$D$6*$C$11*(D19/10+$E$11-D21)","v":{"v":1095.2961557309548,"d":"1095.3"}},{"v":1192.0487109282296,"d":"1192.0"},{"v":1290.3983607066828,"d":"1290.4"},{"v":1390.2341211719827,"d":"1390.2"},{"v":1491.4572963054757,"d":"1491.5"},{"v":1593.9796536512913,"d":"1594.0"},{"v":1697.7219341322902,"d":"1697.7"},{"v":1802.612624110273,"d":"1802.6"},{"v":1908.586935398091,"d":"1908.6"},{"v":2015.5859517353097,"d":"2015.6"}]
["eXn","x 10 mm",{"$f":"((1/2)*$E$15*(C19/10)^2+$B$15*(C19/10+$C$15)+$E$6*$C$11*C20)/($E$15*C19/10+$B$15+$E$6*$C$11)","v":{"v":5.112418923327896,"d":"5.11"}},{"$f":"((1/2)*$E$15*(D19/10)^2+$B$15*(D19/10+$C$15)+$E$6*$C$11*D20)/($E$15*D19/10+$B$15+$E$6*$C$11)","v":{"v":5.373611578712981,"d":"5.37"}},{"v":5.633849840119378,"d":"5.63"},{"v":5.89325078716009,"d":"5.89"},{"v":6.1519131015517585,"d":"6.15"},{"v":6.409920544320545,"d":"6.41"},{"v":6.667344673101438,"d":"6.67"},{"v":6.924246986469865,"d":"6.92"},{"v":7.180680631471736,"d":"7.18"},{"v":7.436691774749631,"d":"7.44"},{"v":7.692320712128438,"d":"7.69"}]
["fＩ","x 10^4 mm4",{"$f":"INT(($E$15*(C19/10)^3)/12+$E$15*C19/10*(C26-C19/10/2)^2+$D$15+$B$15*(C19/10+$C$15-C26)^2+$E$6*($D$11+$C$11*(C20-C26)^2))","v":9261},{"$f":"INT(($E$15*(D19/10)^3)/12+$E$15*D19/10*(D26-D19/10/2)^2+$D$15+$B$15*(D19/10+$C$15-D26)^2+$E$6*($D$11+$C$11*(D20-D26)^2))","v":10636},12151,13812,15626,17599,19737,22046,24533,27205,30066]
["cＺe","x 10^3 mm3",{"$f":"INT(C27/C26)","v":1811},{"$f":"INT(D27/D26)","v":1979},2156,2343,2540,2745,2960,3184,3416,3658,3908]
[]
["重量","普通ｺﾝｸﾘｰﾄ",{"$f":"$B$6*(C19+$F$15*10)+$G$11*9.8","v":{"v":1962.992,"d":"1963"}},{"$f":"$B$6*(D19+$F$15*10)+$G$11*9.8","v":{"v":2082.992,"d":"2083"}},{"v":2202.992,"d":"2203"},{"v":2322.9919999999997,"d":"2323"},{"v":2442.9919999999997,"d":"2443"},{"v":2562.9919999999997,"d":"2563"},{"v":2682.9919999999997,"d":"2683"},{"v":2802.9919999999997,"d":"2803"},{"v":2922.9919999999997,"d":"2923"},{"v":3042.9919999999997,"d":"3043"},{"v":3162.9919999999997,"d":"3163"}]
["(N/m2)","１種軽量ｺﾝｸﾘｰﾄ",{"$f":"$G$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1663.92,"d":"1664"}},{"$f":"$G$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1763.92,"d":"1764"}},{"v":1863.92,"d":"1864"},{"v":1963.92,"d":"1964"},{"v":2063.92,"d":"2064"},{"v":2163.92,"d":"2164"},{"v":2263.92,"d":"2264"},{"v":2363.92,"d":"2364"},{"v":2463.92,"d":"2464"},{"v":2563.92,"d":"2564"},{"v":2663.92,"d":"2664"}]
["含む ﾃﾞｯｷ　+ ｺﾝｸﾘｰﾄ","２種軽量ｺﾝｸﾘｰﾄ",{"$f":"$H$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1514.384,"d":"1514"}},{"$f":"$H$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1604.384,"d":"1604"}},{"v":1694.384,"d":"1694"},{"v":1784.384,"d":"1784"},{"v":1874.384,"d":"1874"},{"v":1964.384,"d":"1964"},{"v":2054.384,"d":"2054"},{"v":2144.384,"d":"2144"},{"v":2234.384,"d":"2234"},{"v":2324.384,"d":"2324"},{"v":2414.384,"d":"2414"}]
[{"$nulls":4},"(ar)"]
["Sd","コンクリート等価厚さ",{"$nulls":7},"( 単重量 )"]
["cＸn","有効等価断面の合成スラブ圧縮縁から中立軸までの距離",{"$nulls":7},"普通ｺﾝｸﾘｰﾄ        24 KN/m3"]
["c In","引張側コンクリートを無視した合成スラブの中立軸回りの有効等価断面二次モーメント（コンクリート換算）",{"$nulls":7},"１種軽量ｺﾝｸﾘｰﾄ   20 KN/m3"]
["cＺc","有効等価断面の圧縮側断面係数",{"$nulls":7},"２種軽量ｺﾝｸﾘｰﾄ   18 KN/m3"]
["cＺt","有効等価断面の引張側断面係数",{"$nulls":7},"（ デッキ自重修正表　）　上記重量表に加算"]
["cSn","有効等価断面の中立軸回りの有効等価断面一次モーメント",{"$nulls":7},"Z27   MA50 t=1.6     2.94 N/m2"]
["eXn","全断面有効の合成スラブ上端から中立軸までの距離"]
["fＩ","全断面有効の合成スラブの中立軸回りの等価断面二次モーメント（コンクリート換算）"]
["cＺe","全断面有効の合成スラブ上端からの断面性能"]

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["ＭＡ７５デッキ　1.2㎜　合成スラブ用計算表　　",{"$nulls":3},"（ＳＩ単位）"]
[]
["入力データ"]
[null,"普通ｺﾝｸﾘｰﾄ単重重量","ｺﾝｸﾘｰﾄ圧縮強度","正曲げ用ヤング係数比","負曲げ用ヤング係数比","ﾃﾞｯｷ降伏点強度"]
[null,"ρ (KN/m3)","Ｆc (N/mm2)","ｎｐ","ｎｍ","Ｆ (N/mm2)"]
[null,24,21,15,15,235]
[]
["デッキ単体データ"]
[null,"デッキ厚さ","断面積","断面２次ﾓｰﾒﾝﾄ","中立軸","断面係数","デッキ重量","デッキ高さ","ﾔﾝｸﾞ率"]
[null,"ｔ (mm)","a (mm2)","sＩ (mm4/m)","cm","Z (mm3/m)","kg/m2","cm","KN/mm2"]
[null,1.2,17.58,167.8,3.7,44.16,14.1,7.5,205]
["コンクリート部データ"]
[null,"コンクリート断面積","コン","ｺﾝｸﾘｰﾄ断面２次ﾓｰﾒﾝﾄ","単位幅","溝部換算ｺﾝｸﾘｰﾄ厚さ","軽量１種ｺﾝｸﾘｰﾄ単位重量","軽量2種ｺﾝｸﾘｰﾄ単位重量"]
[null,"AC (cm3)","XC (cm)","Ic (cm4/m)","B (cm)","Hc (cm)","ρ (KN/m3)","ρ (KN/m3)"]
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[]
["明治合成スラブの重量及び断面性能"]
["断面性能",null,"MA75　t=1.2mm  Z12"]
["Ｓ (mm)　　　　　　　　　　　　　　　山上コンクリート厚さ",null,50,55,60,65,70,75,80,85,90,95,100]
["Sd","x 10 mm",{"$f":"C19/10+$E$11","v":{"v":8.7,"d":"8.70"}},{"v":9.2,"d":"9.20"},{"v":9.7,"d":"9.70"},{"v":10.2,"d":"10.20"},{"v":10.7,"d":"10.70"},{"v":11.2,"d":"11.20"},{"v":11.7,"d":"11.70"},{"v":12.2,"d":"12.20"},{"v":12.7,"d":"12.70"},{"v":13.2,"d":"13.20"},{"v":13.7,"d":"13.70"}]
["cＸn","x 10 mm",{"$f":"(-$D$6*$C$11+($D$6^2*$C$11^2+2*$D$6*$E$15*$C$11*C20)^(1/2))/$E$15","v":{"v":4.631945521875919,"d":"4.63"}},{"v":4.811125200344042,"d":"4.81"},{"v":4.9860944504184115,"d":"4.99"},{"v":5.157136834826547,"d":"5.16"},{"v":5.324505448092086,"d":"5.32"},{"v":5.488427311840282,"d":"5.49"},{"v":5.6491069869993815,"d":"5.65"},{"v":5.806729566962693,"d":"5.81"},{"v":5.961463176638019,"d":"5.96"},{"v":6.113461073566352,"d":"6.11"},{"v":6.2628634259183995,"d":"6.26"}]
["c In","x 10^4 mm4",{"$f":"INT(($E$15*C21^3)/3+$D$6*($D$11+$C$11*(C20-C21)^2))","v":10193},{"$f":"INT(($E$15*D21^3)/3+$D$6*($D$11+$C$11*(D20-D21)^2))","v":11308},12508,13795,15168,16630,18181,19821,21553,23375,25290]
["cＺc","x 10^3 mm3",{"$f":"INT(C22/C21)","v":2200},{"$f":"INT(D22/D21)","v":2350},2508,2674,2848,3030,3218,3413,3615,3823,4038]
["cＺt","x10^3 mm3",{"$f":"INT(C22/($D$6*(C19/10+$H$11-C21))*10)/10","v":86.3},{"$f":"INT(D22/($D$6*(D19/10+$H$11-D21))*10)/10","v":{"v":92,"d":"92.0"}},97.9,{"v":104,"d":"104.0"},110.2,116.5,{"v":123,"d":"123.0"},129.6,136.3,143.1,{"v":150,"d":"150.0"}]
["cSn","x 10^3 mm2",{"$f":"$D$6*$C$11*(C19/10+$E$11-C21)","v":{"v":1072.7459658813198,"d":"1072.7"}},{"$f":"$D$6*$C$11*(D19/10+$E$11-D21)","v":{"v":1157.3462846692757,"d":"1157.3"}},{"v":1243.0568934246646,"d":"1243.1"},{"v":1329.8030166562394,"d":"1329.8"},{"v":1417.5179133381166,"d":"1417.5"},{"v":1506.1417178677173,"d":"1506.1"},{"v":1595.6204875282629,"d":"1595.6"},{"v":1685.9054131919377,"d":"1685.9"},{"v":1776.9521603205542,"d":"1777.0"},{"v":1868.7203149005527,"d":"1868.7"},{"v":1961.1729145853178,"d":"1961.2"}]
["eXn","x 10 mm",{"$f":"((1/2)*$E$15*(C19/10)^2+$B$15*(C19/10+$C$15)+$E$6*$C$11*C20)/($E$15*C19/10+$B$15+$E$6*$C$11)","v":{"v":5.827131687511713,"d":"5.83"}},{"$f":"((1/2)*$E$15*(D19/10)^2+$B$15*(D19/10+$C$15)+$E$6*$C$11*D20)/($E$15*D19/10+$B$15+$E$6*$C$11)","v":{"v":6.071148276009931,"d":"6.07"}},{"v":6.315648561413924,"d":"6.32"},{"v":6.560576169524451,"d":"6.56"},{"v":6.805883158976249,"d":"6.81"},{"v":7.05152850127904,"d":"7.05"},{"v":7.2974768781740655,"d":"7.30"},{"v":7.5436977216194006,"d":"7.54"},{"v":7.7901644411540865,"d":"7.79"},{"v":8.036853797316688,"d":"8.04"},{"v":8.283745389891257,"d":"8.28"}]
["fＩ","x 10^4 mm4",{"$f":"INT(($E$15*(C19/10)^3)/12+$E$15*C19/10*(C26-C19/10/2)^2+$D$15+$B$15*(C19/10+$C$15-C26)^2+$E$6*($D$11+$C$11*(C20-C26)^2))","v":15162},{"$f":"INT(($E$15*(D19/10)^3)/12+$E$15*D19/10*(D26-D19/10/2)^2+$D$15+$B$15*(D19/10+$C$15-D26)^2+$E$6*($D$11+$C$11*(D20-D26)^2))","v":16932},18850,20923,23157,25557,28131,30885,33824,36955,40285]
["cＺe","x 10^3 mm3",2602,2789,{"$f":"INT(E27/E26)","v":2984},3189,3402,3624,3854,4094,4341,4598,4863]
[]
["重量","普通ｺﾝｸﾘｰﾄ",{"$f":"$B$6*(C19+$F$15*10)+$G$11*9.8","v":{"v":2234.0039999999995,"d":"2234"}},{"$f":"$B$6*(D19+$F$15*10)+$G$11*9.8","v":{"v":2354.0039999999995,"d":"2354"}},{"v":2474.0039999999995,"d":"2474"},{"v":2594.0039999999995,"d":"2594"},{"v":2714.0039999999995,"d":"2714"},{"v":2834.0039999999995,"d":"2834"},{"v":2954.0039999999995,"d":"2954"},{"v":3074.0039999999995,"d":"3074"},{"v":3194.0039999999995,"d":"3194"},{"v":3314.0039999999995,"d":"3314"},{"v":3434.0039999999995,"d":"3434"}]
["(N/m2)","１種軽量ｺﾝｸﾘｰﾄ",{"$f":"$G$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1884.7,"d":"1885"}},{"$f":"$G$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1984.7,"d":"1985"}},{"v":2084.7,"d":"2085"},{"v":2184.7,"d":"2185"},{"v":2284.7,"d":"2285"},{"v":2384.7,"d":"2385"},{"v":2484.7,"d":"2485"},{"v":2584.7,"d":"2585"},{"v":2684.7,"d":"2685"},{"v":2784.7,"d":"2785"},{"v":2884.7,"d":"2885"}]
["含む ﾃﾞｯｷ　+ ｺﾝｸﾘｰﾄ","２種軽量ｺﾝｸﾘｰﾄ",{"$f":"$H$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1710.048,"d":"1710"}},{"$f":"$H$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1800.048,"d":"1800"}},{"v":1890.048,"d":"1890"},{"v":1980.048,"d":"1980"},{"v":2070.048,"d":"2070"},{"v":2160.048,"d":"2160"},{"v":2250.048,"d":"2250"},{"v":2340.048,"d":"2340"},{"v":2430.048,"d":"2430"},{"v":2520.048,"d":"2520"},{"v":2610.048,"d":"2610"}]
[]
["Sd","コンクリート等価厚さ",{"$nulls":7},"( 単重量 )"]
["cＸn","有効等価断面の合成スラブ圧縮縁から中立軸までの距離",{"$nulls":7},"普通ｺﾝｸﾘｰﾄ        24 KN/m3"]
["c In","引張側コンクリートを無視した合成スラブの中立軸回りの有効等価断面二次モーメント（コンクリート換算）",{"$nulls":7},"１種軽量ｺﾝｸﾘｰﾄ   20 KN/m3"]
["cＺc","有効等価断面の圧縮側断面係数",{"$nulls":7},"２種軽量ｺﾝｸﾘｰﾄ   18 KN/m3"]
["cＺt","有効等価断面の引張側断面係数",{"$nulls":7},"（ デッキ自重修正表　）　上記重量表に加算"]
["cSn","有効等価断面の中立軸回りの有効等価断面一次モーメント",{"$nulls":7},"Z27   MA75 t=1.2      3.92 N/m2"]
["eXn","全断面有効の合成スラブ上端から中立軸までの距離"]
["fＩ","全断面有効の合成スラブの中立軸回りの等価断面二次モーメント（コンクリート換算）"]
["cＺe","全断面有効の合成スラブ上端からの断面性能"]

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["ＭＡ７５デッキ　1.6㎜　合成スラブ用計算表　　",{"$nulls":3},"（ＳＩ単位）"]
[]
["入力データ"]
[null,"普通ｺﾝｸﾘｰﾄ単重重量","ｺﾝｸﾘｰﾄ圧縮強度","正曲げ用ヤング係数比","負曲げ用ヤング係数比","ﾃﾞｯｷ降伏点強度"]
[null,"ρ (KN/m3)","Ｆc (N/mm2)","ｎｐ","ｎｍ","Ｆ (N/mm2)"]
[null,24,21,15,15,235]
[]
["デッキ単体データ"]
[null,"デッキ厚さ","断面積","断面２次ﾓｰﾒﾝﾄ","中立軸","断面係数","デッキ重量","デッキ高さ","ﾔﾝｸﾞ率"]
[null,"ｔ (mm)","a (mm2)","sＩ (mm4/m)","cm","Z (mm3/m)","kg/m2","cm","KN/mm2"]
[null,1.6,23.25,219.8,3.71,57.99,18.8,7.5,205]
["コンクリート部データ"]
[null,"コンクリート断面積","コン","ｺﾝｸﾘｰﾄ断面２次ﾓｰﾒﾝﾄ","単位幅","溝部換算ｺﾝｸﾘｰﾄ厚さ","軽量１種ｺﾝｸﾘｰﾄ単位重量","軽量2種ｺﾝｸﾘｰﾄ単位重量"]
[null,"AC (cm3)","XC (cm)","Ic (cm4/m)","B (cm)","Hc (cm)","ρ (KN/m3)","ρ (KN/m3)"]
[null,{"v":369.9667,"d":"369.97"},3.195,{"v":1658.40833,"d":"1658.4"},100,3.7,20,18]
[]
["明治合成スラブの重量及び断面性能"]
["断面性能",null,"MA75　t=1.6mm  Z12"]
["Ｓ (mm)　　　　　　　　　　　　　　　山上コンクリート厚さ",null,50,55,60,65,70,75,80,85,90,95,100]
["Sd","x 10 mm",{"$f":"C19/10+$E$11","v":8.71},9.21,9.71,10.21,10.71,11.21,11.71,12.21,12.71,13.21,13.71]
["cＸn","x 10 mm",{"$f":"(-$D$6*$C$11+($D$6^2*$C$11^2+2*$D$6*$E$15*$C$11*C20)^(1/2))/$E$15","v":{"v":5.051522558232295,"d":"5.05"}},{"v":5.253346998432132,"d":"5.25"},{"v":5.45061536343093,"d":"5.45"},{"v":5.64362294572798,"d":"5.64"},{"v":5.832634454502252,"d":"5.83"},{"v":6.017888274552493,"d":"6.02"},{"v":6.199599991741596,"d":"6.20"},{"v":6.3779653336778805,"d":"6.38"},{"v":6.553162639985471,"d":"6.55"},{"v":6.725354950991911,"d":"6.73"},{"v":6.894691784493291,"d":"6.89"}]
["c In","x 10^4 mm4",{"$f":"INT(($E$15*C21^3)/3+$D$6*($D$11+$C$11*(C20-C21)^2))","v":12261},{"$f":"INT(($E$15*D21^3)/3+$D$6*($D$11+$C$11*(D20-D21)^2))","v":13589},15021,16560,18207,19963,21829,23807,25897,28101,30420]
["cＺc","x 10^3 mm3",{"$f":"INT(C22/C21)","v":2427},{"$f":"INT(D22/D21)","v":2586},2756,2934,3121,3317,3521,3732,3951,4178,4412]
["cＺt","x10^3 mm3",{"$f":"INT(C22/($D$6*(C19/10+$H$11-C21))*10)/10","v":109.7},{"$f":"INT(D22/($D$6*(D19/10+$H$11-D21))*10)/10","v":116.9},124.4,132.1,{"v":140,"d":"140.0"},148.1,156.4,164.9,173.5,182.3,191.2]
["cSn","x 10^3 mm2",{"$f":"$D$6*$C$11*(C19/10+$E$11-C21)","v":{"v":1275.8940078164874,"d":"1275.9"}},{"$f":"$D$6*$C$11*(D19/10+$E$11-D21)","v":{"v":1379.8827342967943,"d":"1379.9"}},{"v":1485.4603920034635,"d":"1485.5"},{"v":1592.5239976773673,"d":"1592.5"},{"v":1700.9812339923399,"d":"1701.0"},{"v":1810.7489642498183,"d":"1810.7"},{"v":1921.7520028801189,"d":"1921.8"},{"v":2033.9220898798394,"d":"2033.9"},{"v":2147.197029305067,"d":"2147.2"},{"v":2261.5199608415714,"d":"2261.5"},{"v":2376.8387401579653,"d":"2376.8"}]
["eXn","x 10 mm",{"$f":"((1/2)*$E$15*(C19/10)^2+$B$15*(C19/10+$C$15)+$E$6*$C$11*C20)/($E$15*C19/10+$B$15+$E$6*$C$11)","v":{"v":6.005899161388369,"d":"6.01"}},{"$f":"((1/2)*$E$15*(D19/10)^2+$B$15*(D19/10+$C$15)+$E$6*$C$11*D20)/($E$15*D19/10+$B$15+$E$6*$C$11)","v":{"v":6.259354792523816,"d":"6.26"}},{"v":6.512548378662378,"d":"6.51"},{"v":6.7655086377626565,"d":"6.77"},{"v":7.018260239341654,"d":"7.02"},{"v":7.270824493586816,"d":"7.27"},{"v":7.5232199043442405,"d":"7.52"},{"v":7.775462616353865,"d":"7.78"},{"v":8.02756677959769,"d":"8.03"},{"v":8.279544848145886,"d":"8.28"},{"v":8.531407826839642,"d":"8.53"}]
["fＩ","x 10^4 mm4",{"$f":"INT(($E$15*(C19/10)^3)/12+$E$15*C19/10*(C26-C19/10/2)^2+$D$15+$B$15*(C19/10+$C$15-C26)^2+$E$6*($D$11+$C$11*(C20-C26)^2))","v":16465},{"$f":"INT(($E$15*(D19/10)^3)/12+$E$15*D19/10*(D26-D19/10/2)^2+$D$15+$B$15*(D19/10+$C$15-D26)^2+$E$6*($D$11+$C$11*(D20-D26)^2))","v":18346},20385,22589,24965,27517,30253,33179,36301,39625,43158]
["cＺe","x 10^3 mm3",{"$f":"INT(C27/C26)","v":2741},2931,3130,3338,3557,3784,4021,4267,4522,4785,5058]
[]
["重量","普通ｺﾝｸﾘｰﾄ",{"$f":"$B$6*(C19+$F$15*10)+$G$11*9.8","v":{"v":2272.24,"d":"2272"}},{"$f":"$B$6*(D19+$F$15*10)+$G$11*9.8","v":{"v":2392.24,"d":"2392"}},{"v":2512.24,"d":"2512"},{"v":2632.24,"d":"2632"},{"v":2752.24,"d":"2752"},{"v":2872.24,"d":"2872"},{"v":2992.24,"d":"2992"},{"v":3112.24,"d":"3112"},{"v":3232.24,"d":"3232"},{"v":3352.24,"d":"3352"},{"v":3472.24,"d":"3472"}]
["(N/m2)","１種軽量ｺﾝｸﾘｰﾄ",{"$f":"$G$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1924.24,"d":"1924"}},{"$f":"$G$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":2024.24,"d":"2024"}},{"v":2124.24,"d":"2124"},{"v":2224.24,"d":"2224"},{"v":2324.24,"d":"2324"},{"v":2424.24,"d":"2424"},{"v":2524.24,"d":"2524"},{"v":2624.24,"d":"2624"},{"v":2724.24,"d":"2724"},{"v":2824.24,"d":"2824"},{"v":2924.24,"d":"2924"}]
["含む ﾃﾞｯｷ　+ ｺﾝｸﾘｰﾄ","２種軽量ｺﾝｸﾘｰﾄ",{"$f":"$H$15*(C19+$F$15*10)+$G$11*9.8","v":{"v":1750.24,"d":"1750"}},{"$f":"$H$15*(D19+$F$15*10)+$G$11*9.8","v":{"v":1840.24,"d":"1840"}},{"v":1930.24,"d":"1930"},{"v":2020.24,"d":"2020"},{"v":2110.24,"d":"2110"},{"v":2200.24,"d":"2200"},{"v":2290.24,"d":"2290"},{"v":2380.24,"d":"2380"},{"v":2470.24,"d":"2470"},{"v":2560.24,"d":"2560"},{"v":2650.24,"d":"2650"}]
[]
["Sd","コンクリート等価厚さ",{"$nulls":7},"( 単重量 )"]
["cＸn","有効等価断面の合成スラブ圧縮縁から中立軸までの距離",{"$nulls":7},"普通ｺﾝｸﾘｰﾄ        24 KN/m3"]
["c In","引張側コンクリートを無視した合成スラブの中立軸回りの有効等価断面二次モーメント（コンクリート換算）",{"$nulls":7},"１種軽量ｺﾝｸﾘｰﾄ   20 KN/m3"]
["cＺc","有効等価断面の圧縮側断面係数",{"$nulls":7},"２種軽量ｺﾝｸﾘｰﾄ   18 KN/m3"]
["cＺt","有効等価断面の引張側断面係数",{"$nulls":7},"（ デッキ自重修正表　）　上記重量表に加算"]
["cSn","有効等価断面の中立軸回りの有効等価断面一次モーメント",{"$nulls":7},"Z27   MA75 t=1.6       4.90 N/m2"]
["eXn","全断面有効の合成スラブ上端から中立軸までの距離"]
["fＩ","全断面有効の合成スラブの中立軸回りの等価断面二次モーメント（コンクリート換算）"]
["cＺe","全断面有効の合成スラブ上端からの断面性能"]

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["テスト_Fwe_1","テスト",2.7,7,8.1,0,1000,5000,1500,"床2時間","MA50-1.2","普通",21,100,"D10-200X200",1,300,"頭付きスタッド","φ16","L-110"]
["テスト_Fwe_2","テスト",2,7,8,0,1000,8000,1500,"床2時間","MA50-1.2","普通",21,100,"D10-200X200",1,300,"頭付きスタッド","φ16","L-80"]
["テスト_Fwe_3","テスト",2,7,8,0,1000,10000,1500,"床2時間","MA50-1.2","普通",21,100,"D10-200X200",1,300,"頭付きスタッド","φ16","L-80"]
["テスト_耐火指定なし","テスト",3.02,6.4,7.55,0,1700,4900,800,"耐火要求なし","MA75-1.2","普通",24,80,"D10-200X200",1,100,"頭付きスタッド","φ19","L-110"]
["テスト_文字列折り返し","テスト",2.2,7,8.8,20,0,7000,2000,"床1時間","MA50-1.6","普通",21,100,"φ6-100X100",1,300,"焼抜き栓溶接"]

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["txb天井荷重","(天井荷重用ヘルプテキスト)"]
["txb積載荷重","(積載荷重用ヘルプテキスト)"]
["txb地震時荷重","(地震時荷重用ヘルプテキスト)"]
["opb床2時間","(床耐火時間用ヘルプテキスト)"]
["opb床1時間","(床耐火時間用ヘルプテキスト)"]
["opb耐火要求なし","(床耐火時間用ヘルプテキスト)"]
["opbMA5010","(デッキ種類用ヘルプテキスト)"]
["opbMA5012","(デッキ種類用ヘルプテキスト)"]
["opbMA5016","(デッキ種類用ヘルプテキスト)"]
["opbMA7512","(デッキ種類用ヘルプテキスト)"]
["opbMA7516","(デッキ種類用ヘルプテキスト)"]
["opb普通","(コンクリート種類用ヘルプテキスト)"]
["opb軽量1種","(コンクリート種類用ヘルプテキスト)"]
["opb軽量2種","(コンクリート種類用ヘルプテキスト)"]
["opb強度18","(コンクリート基準強度用ヘルプテキスト)"]
["opb強度21","(コンクリート基準強度用ヘルプテキスト)"]
["opb強度24","(コンクリート基準強度用ヘルプテキスト)"]
["opb厚さ50","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ60","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ70","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ80","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ85","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ90","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ95","(コンクリート山上厚さ用ヘルプテキスト)"]
["opb厚さ100","(コンクリート山上厚さ用ヘルプテキスト)"]
["opbP6150X150","(溶接金網または異形鉄筋用ヘルプテキスト)"]
["opbP6100X100","(溶接金網または異形鉄筋用ヘルプテキスト)"]
["opbD10200X200","(溶接金網または異形鉄筋用ヘルプテキスト)"]
["txb標準せん断力係数","(標準せん断力係数用ヘルプテキスト)"]
["txbデッキ長手方向間隔","(デッキ長手方向間隔用ヘルプテキスト)"]
["opb焼抜き栓溶接","(梁との接合形式用ヘルプテキスト)"]
["opb発射打込み鋲","(梁との接合形式用ヘルプテキスト)"]
["opb頭付きスタッド","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbP13","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbP16","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbP19","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbP22","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL80","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL90","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL100","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL110","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL120","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL130","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]
["opbL140","径の選択 … 無被覆耐火ではφ16以上 / 長さの選択 … デッキせい 50mm : L ≧ 80mm, デッキせい 75mm : L ≧ 110mm"]