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[]
[null,null,null,null,null,null,null,null,"壁量等手計算支援ツール（大連協版）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"更新日：","2025-12-08"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"version：",1]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"（大阪府内建築行政連絡協議会）"]
[]
[null,"このツールの計算内容及び計算結果については、設計者として問題ないことを確認しており、自己の責任において使用することに同意します。"]
[]
[]
[null,null,null,null,null,null,null,null,null,"建築士番号",null,null,null,null,null,null,null,null,null,null,null,"設計者氏名"]
[]
[]
[null,"1.基本条件の入力"]
[]
[null,"Input➀基本条件",null,null,null,null,null,null,null,null,null,null,null,null,"【セル着色の凡例】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"荷重リスト"]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,null,null,null,null,"：","入力必須の項目",null,null,null,null,null,"：","案件ごとに適宜入力する項目",null,null,null,null,null,null,null,null,"分類","No","仕様名"]
[null,"2階外壁のX方向長さ(合計)",null,null,null,null,null,"LX2",20,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"屋根",1,{"$f":"IFERROR(VLOOKUP(AJ16,荷重リスト,2,FALSE),\"\")","v":"【標準】\n瓦屋根（ふき土無）"}]
[null,"2階外壁のY方向長さ(合計)",null,null,null,null,null,"LY2",20,null,null,"(ｍ)",null,null,null,null,null,"：","空白となっているセルは赤く着色されます。\n数字（0を含む）の入力又はリストの選択を行ってください。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"【標準】\nスレート屋根"]
[null,"1階外壁のX方向長さ(合計)",null,null,null,null,null,"LX1",20,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,3,"【標準】\n金属板ぶき"]
[null,"1階外壁のY方向長さ(合計)",null,null,null,null,null,"LY1",20,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"【45分準耐】\n瓦屋根（ふき土無）"]
[null,"最高高さ",null,null,"―","軒高さ",null,"h3",1.5,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"【45分準耐】\nスレート屋根"]
[null,"軒高さ",null,null,"―","2階梁天",null,"h2",3,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"【45分準耐】\n金属板ぶき"]
[null,"2階梁天",null,null,"―","土台天",null,"h1",3,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"【任意仕様1】"]
[null,"土台天",null,null,"―","地盤面",null,"h0",0.5,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","【荷重の直接入力】"]
[null,"2階床面積(重量算定用)",null,null,null,null,null,"AfW2",100,null,null,"(㎡)",null,"←","床面積に算入されないﾎﾟｰﾁ・ｲﾝﾅｰﾊﾞﾙｺﾆｰ、吹抜け等も含めた見上げ面積を入力してください。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"床",11,"【標準】\n居室\n（板張り）"]
[null,"1階床面積(重量算定用)",null,null,null,null,null,"AfW1",100,null,null,"(㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,12,"【標準】\n居室\n（板張り+畳敷き）"]
[null,"2階床面積(壁量算定用)",null,null,null,null,null,"Af2",100,null,null,"(㎡)",null,"←","告示で定義されている床面積で、床面積に補正した小屋裏面積を加算したものを入力してください。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,13,"【標準】\n居室\n（畳敷き）"]
[null,"1階床面積(壁量算定用)",null,null,null,null,null,"Af1",100,null,null,"(㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,14,"【45分準耐】\n居室（板張り）"]
[null,"軒の出",null,null,null,null,null,"Lr",0.5,null,null,"(ｍ)",null,"←","外壁芯からの出の長さを入力してください。(外壁長さ×軒の出を軒面積として考慮。)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,15,"【任意仕様2】"]
[null,{"$f":"\"屋根勾配（\"&ROUND(ATAN(I29/10)*180/PI(),1)& \" °）\"","v":"屋根勾配（0 °）"},null,null,null,null,null,"⊿",0,null,null,"(寸)",null,"←","屋根重量の勾配補正に使用。複数ある場合は、一番大きい勾配を入力。（推奨）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","【荷重の直接入力】"]
[null,"開口比率",null,null,null,null,null,"η",0.09,null,null,"(－)",null,"←","外壁面積（軒下）に対する開口部面積の割合を入力してください。（η>0.09とする場合は、根拠資料を添付してください。）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁",31,{"$f":"IFERROR(VLOOKUP(AJ30,荷重リスト,2,FALSE),\"\")","v":"【標準】\n土塗り壁等"}]
[null,"標準せん断力係数 ",null,null,null,null,null,"C0",0.2,null,null,"(－)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"【標準】\nモルタル等"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"【標準】\n窯業系サイディング"]
[null,"Input②荷重入力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"【標準】\n金属板張"]
[null,"項目",null,null,null,null,null,null,"単位荷重",null,null,"単位",null,"仕様名",null,null,null,null,null,null,null,"直接入力",null,null,null,null,null,null,null,null,null,null,null,null,null,35,"【標準】\n下見板張"]
[null,"屋根重量",null,null,null,null,null,"ω1",{"$f":"IF($N35=\"【荷重の直接入力】\",$V35,VLOOKUP($N35,荷重数値_屋根,6,FALSE))","v":800},null,null,"(N/㎡)",null,"【標準】\nスレート屋根",null,null,null,null,null,null,null,1,null,null,null,null,null,null,null,null,null,null,null,null,null,36,"【45分準耐】\n窯業系サイディング"]
[null,"2階床重量",null,null,null,null,null,"ω2",{"$f":"IF($N36=\"【荷重の直接入力】\",$V36,VLOOKUP($N36,荷重数値_床,6,FALSE))","v":650},null,null,"(N/㎡)",null,"【標準】\n居室\n（畳敷き）",null,null,null,null,null,null,null,500,null,null,null,null,null,null,null,null,null,null,null,null,null,37,"【45分準耐】\n金属板張"]
[null,"外壁重量",null,null,null,null,null,"ω3",{"$f":"IF($N37=\"【荷重の直接入力】\",$V37,VLOOKUP($N37,荷重数値_外壁,6,FALSE))","v":650},null,null,"(N/㎡)",null,"【標準】\n窯業系サイディング",null,null,null,null,null,null,null,650,null,null,null,null,null,null,null,null,null,null,null,null,null,38,"【任意仕様6】"]
[null,"屋根断熱材",null,null,null,null,null,"ω4",100,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではGW24K　400㎜を想定し100N/㎡としています。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","【荷重の直接入力】"]
[null,"外壁断熱材",null,null,null,null,null,"ω5",70,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではGW24K 170㎜ + 胴縁を想定し70N/㎡としています。"]
[null,"開口部",null,null,null,null,null,"ω6",400,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではﾄﾘﾌﾟﾙｶﾞﾗｽ（400N/㎡）を想定。荷重表を参考に入力してください。"]
[null,"太陽光発電設備等",null,null,null,null,null,"ω7","（機器重量の合計）",null,null,null,null,"←","機器重量の合計又は単位面積当たりの重量（屋根全面に適用）を選択してください。"]
[null,null,null,null,null,null,null,null,0,null,null,{"$f":"IF(I41=\"（面積当たりの荷重）\",\"(N/㎡)\",\"(kg)\")","v":"(kg)"},null,null,"ﾃﾞﾌｫﾙﾄでは両面石膏ﾎﾞｰﾄﾞで天井高さ2.7m程度を想定して350N/㎡としています。実情に応じて適宜調整してください。"]
[null,"内壁(床面積当たり)",null,null,null,null,null,"ω8",350,null,null,"(N/㎡)",null,"←"]
[]
[null,"積載荷重（LL）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"積載荷重（直接入力）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"積載荷重"]
[null,"部位",null,null,"用途",null,null,"床用",null,null,"柱・梁用",null,null,"地震用",null,null,null,null,"追加用途名",null,null,"床用",null,null,"柱・梁用",null,null,"地震用",null,null,null,null,null,null,null,"床用","柱・梁用","地震用"]
[null,"2階床",null,null,"住宅",null,null,{"$f":"VLOOKUP($E47,$AI$47:$AL$49,2,FALSE)","v":1800},null,null,{"$f":"VLOOKUP($E47,$AI$47:$AL$49,3,FALSE)","v":1300},null,null,{"$f":"VLOOKUP($E47,$AI$47:$AL$49,4,FALSE)","v":600},null,null,null,null,"店舗",null,null,2900,null,null,2400,null,null,1300,null,null,null,null,null,null,"住宅",1800,1300,600]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"事務所",2900,1800,800]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"直接入力",{"$f":"V47","v":2900},{"$f":"Y47","v":2400},{"$f":"AB47","v":1300}]
[null,"Input③その他の荷重入力　（※壁量計算用）"]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,"面積",null,null,"単位"]
[null,"軒上外壁面積",null,null,null,null,null,"AO","面積の直接入力",null,null,null,null,0,null,null,"(㎡)"]
[null,"2階床の吹抜け面積",null,null,null,null,null,"AH",null,null,null,null,null,0,null,null,"(㎡)"]
[null,"2階バルコニー",null,null,null,null,"ω11,A11",null,700,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"2～R階間の小屋裏物置",null,null,null,null,"ω12,A12",null,300,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"1～2階間の小屋裏物置",null,null,null,null,"ω13,A13",null,300,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"2階浴室（浴槽の有無）",null,null,null,null,null,"ω14","無し",null,null,"(－)",null,{"$f":"IF(I57=\"有り\",\"（水の重量2kNを考慮）\",\"\")","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2階浴室",{"$f":"IF(I57=\"有り\",2,0)","v":0}]
[]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,"面積",null,null,"単位",null,"備考（追加荷重の種類・根拠等を記載）"]
[null,"R階屋根の追加等分布荷重",null,null,null,null,"ω15,A15",null,0,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"2階床の追加等分布荷重",null,null,null,null,"ω16,A16",null,0,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"2F上部への追加集中荷重",null,null,null,null,null,"ω17",0,null,null,"(kN)"]
[null,"2F下部-1F上部への追加集中荷重",null,null,null,null,null,"ω18",0,null,null,"(kN)"]
[]
[]
[null,"1）各階で最大の床面積　{ Amax = max(AfW1, AfW2) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2）１階下屋の床面積　{ Ay = max(AfW1-AfW2 , 0) }"]
[null,null,"Amax","=",{"$f":"DispFormula(K67)","v":"MAX(100.00 ,100.00 )"},null,null,null,null,"=",{"$f":"MAX(I24,I25)","v":100},null,"(m2)",null,null,null,null,null,null,"Ay","=",{"$f":"DispFormula(AC67)","v":"MAX(100.00 -100.00 ,0)"},null,null,null,null,null,"=",{"$f":"MAX(I25-I24,0)","v":0},null,"(㎡)"]
[]
[null,"3）地震力算定用の建物高さ　{ H = h3/2+h2+h1+h0 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4）勾配を考慮した補正係数　{ β1 = √(⊿2+102)/10 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"建物高さ","勾配係数"]
[null,null,"H","=",{"$f":"DispFormula(AI70)","v":"1.500 /2+3.000 +3.000 +0.500 "},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI70,2)","v":7.25},null,"(m)",null,null,null,"β1","=",{"$f":"DispFormula(AJ70)","v":"√(0.0 ^2+10^2)/10"},null,null,null,null,null,"=",{"$f":"ROUNDUP(AJ70,3)","v":1},null,null,null,null,null,{"$f":"I20/2+I21+I22+I23","v":7.25},{"$f":"SQRT(I29^2+10^2)/10","v":1}]
[]
[null,"5）軒を考慮した補正係数　〔 β2 = {(LX2+LY2+4*Lr)*Lr+AfW2}/AfW2 〕",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"軒係数","2階X方向","2階Y方向","軒の出","2階面積"]
[null,null,"β2","=",{"$f":"DispFormula(AI73)","v":"((20.00 +20.00 +4*0.50 )*0.50 +100.00 )/100.00 "},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI73,3)","v":1.21},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"((AJ73+AK73+4*AL73)*AL73+AM73)/AM73","v":1.21},{"$f":"$I$16","v":20},{"$f":"$I$17","v":20},{"$f":"$I$28","v":0.5},{"$f":"$I$24","v":100}]
[]
[null,"6）勾配（β1）・軒（β2）・太陽光発電設備を考慮した補正荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"屋根重量","太陽光発電設備",null,"屋根断熱"]
[null,null,"補正屋根重量：",null,null,null,"ω\"1","=","ω1*β1*β2",null,null,null,"=",{"$f":"DispFormula(AI77)","v":"800 *1.000*1.210"},null,null,null,null,"=",{"$f":"ROUNDUP(AI77,0)","v":968},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,"面積当たり","機器重量"]
[null,null,"補正断熱重量：",null,null,null,"ω\"4","=","ω4*β1",null,null,null,"=",{"$f":"DispFormula(AL77)","v":"100 *1.000"},null,null,null,null,"=",{"$f":"ROUNDUP(AL77,0)","v":100},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$I$35*$AC70*$Q$73","v":968},{"$f":"$I$42*$AC$70*$Q$73","v":0},{"$f":"$I$42*9.8/$K$67","v":0},{"$f":"$I$38*$AC$70","v":100}]
[null,"補正太陽光設備：",null,null,null,null,"ω\"7","=",{"$f":"IF(I41=\"（面積当たりの荷重）\",AJ78,AK78)","v":"ω7*9.8/Amax"},null,null,null,"=",{"$f":"IF($T$78=0,\"【該当無し】\",IF($I$41=\"（面積当たりの荷重）\",DispFormula($AJ$77),DispFormula($AK$77)))","v":"【該当無し】"},null,null,null,null,"=",{"$f":"ROUNDUP(IF(I41=\"（面積当たりの荷重）\",AJ77,AK77),0)","v":0},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,"ω7*β1*β2","ω7*9.8/Amax"]
[]
[null,"7）開口部を考慮した補正外壁重量",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁重量"]
[null,null,"外壁+断熱材：",null,null,null,"ωO1","=","ω3+ω5",null,null,null,null,"=",{"$f":"DispFormula(AI81)","v":"650 +70 "},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI81,0)","v":720},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"$I$37+$I$39","v":720}]
[null,null,null,null,null,"補正外壁重量：","ωO2","=","ωO1*(1-η)+ω6*η",null,null,null,null,"=",{"$f":"DispFormula(AI82)","v":"720 *(1-0.09 )+400 *0.09 "},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI82,0)","v":692},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"$W$81*(1-$I$30)+$I$40*$I$30","v":691.2}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"（参考）"]
[null,"8）軒上外壁面積の計算",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"片流れ","直接入力",null,null,"切妻（X）","切妻（Y）"]
[null,null,"軒上外壁面積：",null,null,null,"Ao","=",{"$f":"IF($I$52=\"自動計算\",$AI$86,IF($I$52=\"面積の直接入力\",$AJ$86,\"\"))","v":"【直接入力】"},null,null,null,null,"=",{"$f":"IF($I$52=\"自動計算\",DispFormula($AI$85),\"\")","v":""},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(IF($I$52=\"自動計算\",$AI$85,IF($I$52=\"面積の直接入力\",$AJ$85,0)),2)","v":0},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"($I$16+$I$17)*$I$20/2","v":30},{"$f":"N52","v":0},null,null,{"$f":"$I$16*$I$20/2","v":15},{"$f":"$I$17*$I$20/2","v":15}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(LX2+LY2)*h3/2","【直接入力】",null,null,"LX2*h3/2","LY2*h3/2"]
[null,"2.壁量の算定"]
[null,"1）外壁荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁荷重"]
[null,null,"2階","外壁荷重（軒上）",null,null,null,"W2-1",null,"=","ωO1*AO/1000",null,null,null,null,null,"=",{"$f":"IF($AI89=0,\"【該当無し】\",DispFormula($AI89))","v":"【該当無し】"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI89,2)","v":0},null,"(kN)",null,null,null,{"$f":"$W$81*$W$85/1000","v":0},"X方向の壁長","Y方向の壁長","階高"]
[null,null,"2階","外壁荷重（軒下）",null,null,null,"W2-2",null,"=","ωO2*h2*(LX2+LY2)/1000",null,null,null,null,null,"=",{"$f":"IF($AI90=0,\"\",DispFormula($AI90))","v":"692 *3.000 *(20.000 +20.000 )/1000"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI90,2)","v":83.04},null,"(kN)",null,null,null,{"$f":"$W$82*$AL90*(AJ90+AK90)/1000","v":83.04},{"$f":"$I$16","v":20},{"$f":"$I$17","v":20},{"$f":"$I$21","v":3}]
[null,null,"1階","外壁荷重",null,null,null,"W1-1",null,"=","ωO2*h1*(LX1+LY1)/1000",null,null,null,null,null,"=","692 *3.000 *(20.000 +20.000 )/1000",null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI91,2)","v":83.04},null,"(kN)",null,null,null,{"$f":"$W$82*$AL91*(AJ91+AK91)/1000","v":83.04},{"$f":"$I$18","v":20},{"$f":"$I$19","v":20},{"$f":"$I$22","v":3}]
[]
[null,"2）当該階が支えている部分の固定荷重（外壁・内壁）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"壁荷重"]
[null,null,"2階","壁荷重（軒下）",null,null,null,"W2-3",null,"=","W2-2+ω8*(AfW2-AH)/1000",null,null,null,null,null,"=",{"$f":"IF($AI94=0,\"\",DispFormula($AI94))","v":"83.04+350 *(100.00 -0.00 )/1000"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI94,2)","v":118.04},null,"(kN)",null,null,null,{"$f":"AC90+$I$43*($I$24-$N$53)/1000","v":118.04}]
[null,null,"1階","壁荷重",null,null,null,"W1-2",null,"=","W1-1+ω8*(AfW1-AH)/1000",null,null,null,null,null,"=","83.04+350 *(100.00 -0.00 )/1000",null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI95,2)","v":118.04},null,"(kN)",null,null,null,{"$f":"AC91+$I$43*($I$25-$N$53)/1000","v":118.04}]
[]
[null,"3）当該階が支えている部分の固定荷重と積載荷重の和（屋根、床）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"柱梁用のLL",null,null,null,null,null,"屋根・床","柱梁用のLL"]
[null,null,"各階","屋根荷重",null,null,null,"W2-4",null,"=","ω\"1+ω\"4+ω\"7",null,null,null,null,null,"=",{"$f":"IF($AI98=0,\"\",DispFormula($AI98))","v":"968 +100 +0 "},null,null,null,null,null,"=",{"$f":"ROUNDUP(AI98,0)","v":1068},null,"(N/m2)",null,"（",{"$f":"ROUNDUP(AJ98,0)","v":1068},null,"）",null,null,{"$f":"$T$76+$T$77+$T$78","v":1068},{"$f":"$T$76+$T$77+$T$78","v":1068}]
[null,null,"2階","床荷重",null,null,null,"W2-5",null,"=","ω2+LL",null,null,null,null,null,"=",{"$f":"IF($AI99=0,\"\",DispFormula($AI99))","v":"650 +600"},null,null,null,null,null,"=",{"$f":"ROUNDUP(AI99,0)","v":1250},null,"(N/m2)",null,"（",{"$f":"ROUNDUP(AJ99,0)","v":1950},null,"）",null,null,{"$f":"$I$36+$N$47","v":1250},{"$f":"$I$36+$K$47","v":1950}]
[]
[null,"4）追加荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"地震用","確認用"]
[null,null,"2-R階","小屋裏荷重",null,null,null,"W\" 2-11",null,"=","{ω12+LL(住宅)*2/3}*A12/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AJ102=0,\"【該当無し】\",DispFormula($AI102))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"IF($AJ102=0,0,ROUNDUP($AI102,2))","v":0},null,"(kN)",null,null,null,{"$f":"($I$55+$AL$47*2/3)*$N$55/1000","v":0},{"$f":"$I$55*$N$55/1000","v":0}]
[null,null,"R階","追加等分布荷重",null,null,null,"W\" 2-12",null,"=","ω15*A15/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AI103=0,\"【該当無し】\",DispFormula($AI103))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI103,2)","v":0},null,"(kN)",null,null,null,{"$f":"$I$60*$N$60/1000","v":0}]
[null,null,"2階","追加荷重合計",null,null,null,"ΣW\" 2",null,"=","W\"2-11+W\"2-12+ω17",null,null,null,null,null,null,null,"=",{"$f":"IF($AI104=0,\"【該当無し】\",DispFormula($AI104))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI104,2)","v":0},null,"(kN)",null,null,null,{"$f":"$AC$102+$AC$103+$I$62","v":0}]
[]
[null,null,"2階","バルコニー",null,null,null,"W\"1-11",null,"=","{ω11+LL(住宅)}*A11/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AJ106=0,\"【該当無し】\",DispFormula($AI106))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"IF($AJ106=0,0,ROUNDUP($AI106,2))","v":0},null,"(kN)",null,null,null,{"$f":"($I$54+$AL$47)*$N$54/1000","v":0},{"$f":"$I$54*$N$54/1000","v":0}]
[null,null,"1-2階","小屋裏荷重",null,null,null,"W\" 1-12",null,"=","{ω13+LL(住宅)*2/3}*A13/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AJ107=0,\"【該当無し】\",DispFormula($AI107))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",0,null,"(kN)",null,null,null,{"$f":"($I$56+$AL$47*2/3)*$N$56/1000","v":0},{"$f":"$I$56*$N$56/1000","v":0}]
[null,null,"2階","追加等分布荷重",null,null,null,"W\"1-13",null,"=","ω16*A16/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AI108=0,\"【該当無し】\",DispFormula($AI108))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI108,2)","v":0},null,"(kN)",null,null,null,{"$f":"$I$61*$N$61/1000","v":0}]
[null,null,"1階","追加荷重合計",null,null,null,"ΣW\" 1",null,"=","W\"1-11+W\"1-12+W\"1-13+ω14+ω18",null,null,null,null,null,null,null,"=",{"$f":"IF($AI109=0,\"【該当無し】\",DispFormula($AI109))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI109,2)","v":0},null,"(kN)",null,null,null,{"$f":"$AC$106+$AC$107+$AC$108+$AJ$57+$I$63","v":0}]
[]
[null,"5）壁量計算用の各階重量",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2階重量"]
[null,null,"2階","ΣW2",null,"=","W2-4*AfW2/1000+W2-1+W2-3/2+ΣW\" 2",null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI112=0,\"\",DispFormula($AI112))","v":"1068*100.00 /1000+0.00+118.04/2+0.00"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI112,0)","v":166},null,"(kN)",null,null,null,{"$f":"Y98*I24/1000+AC89+AC94/2+AC104","v":165.82}]
[]
[null,null,"1階","ΣW1",null,"=","{W2-4*(AfW2+Ay)+W2-5*(AfW2-AH)}/1000+W2-1+W2-3+W1-2/2+ΣW\" 2+ΣW\" 1",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1階重量"]
[null,null,null,null,null,"=",{"$f":"IF($AI115=0,\"\",DispFormula($AI115))","v":"(1068*(100.00 +0.00 )+1250*(100.00 -0.00 ))/1000+0.00+118.04+118.04/2+0.00+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI115,0)","v":409},null,"(kN)",null,null,null,{"$f":"($Y$98*($I$24+$AC$67)+$Y$99*($I$24-$N$53))/1000+$AC$89+$AC$94+$AC$95/2+$AC$104+$AC$109","v":408.86}]
[]
[null,"Output➀ 単位面積当たりの必要壁量Lwの算定",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"α2","T"]
[null,null,"α2","=","ΣW2/ΣW1",null,null,"=",{"$f":"IF($AI118=0,\"\",DispFormula($AI118))","v":"166 /409 "},null,null,null,"=",{"$f":"ROUND(AI118,3)","v":0.40600000000000003},null,null,null,null,null,"T","=","0.03*H",null,"=",{"$f":"IF($AJ118=0,\"\",DispFormula($AJ118))","v":"0.03*7.25 "},null,null,"=",{"$f":"ROUNDUP(AJ118,3)","v":0.218},null,null,null,null,null,{"$f":"AC112/AC115","v":0.40586797066014668},{"$f":"0.03*N70","v":0.2175}]
[null,null,"A2","=","1+{1/√(α2)-α2}*2*T/(1+3*T)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"A1","=",1,null,null,null,null,null,null,null,null,null,null,null,null,"Ai（2階）"]
[null,null,null,"=",{"$f":"IF($AI120=0,\"\",DispFormula($AI120))","v":"1+(1/√(0.406)-0.406)*2*0.218/(1+3*0.218)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI120,3),\"\")","v":1.3069999999999999},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"1+(1/SQRT(N118)-N118)*2*AC118/(1+3*AC118)","v":1.3066793557593925}]
[]
[null,null,null,"ΣLW","=","Ai*C0*ΣWi/(0.0196*Afi)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1.25倍",null,null,null,"1.50倍",null,null,null,null,null,"Lw"]
[null,null,"2階","LW2","=",{"$f":"IF($AI123=0,\"\",DispFormula($AI123))","v":"1.307*0.2*166 /(0.0196*100.00 )"},null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI123,1),\"\")","v":22.200000000000003},null,"(cm/m2)",null,"→",{"$f":"IFERROR(ROUNDUP($N123,0),\"\")","v":23},null,"(cm/m2)",null,null,"（",{"$f":"IFERROR(ROUNDUP(1.25*$N123,0),\"\")","v":28},null,"）","（",{"$f":"IFERROR(ROUNDUP(1.5*$N123,0),\"\")","v":34},null,"）",null,null,null,{"$f":"$Q$120*$I$31*$AC$112/(0.0196*$I$26)","v":22.138979591836737}]
[null,null,"1階","LW1","=",{"$f":"IF($AI124=0,\"\",DispFormula($AI124))","v":"1.000*0.2*409 /(0.0196*100.00 )"},null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI124,1),\"\")","v":41.800000000000004},null,"(cm/m2)",null,"→",{"$f":"IFERROR(ROUNDUP($N124,0),\"\")","v":42},null,"(cm/m2)",null,null,"（",{"$f":"IFERROR(ROUNDUP(1.25*$N124,0),\"\")","v":53},null,"）","（",{"$f":"IFERROR(ROUNDUP(1.5*$N124,0),\"\")","v":63},null,"）",null,null,null,{"$f":"$V$119*$I$31*$AC$115/(0.0196*$I$27)","v":41.734693877551024}]
[]
[]
[null,"3.柱の小径の算定"]
[]
[null,"（参考）木材の圧縮基準強度",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"検索用"]
[null,"No","JAS規格",null,null,null,null,"樹種等",null,null,null,null,"等級等",null,null,null,null,"基準強度Fc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"全体","集成材用"]
[null,1,"無等級材",null,null,null,null,"ひのき",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI131,List_Fc,6,FALSE),\"該当無し\")","v":20.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C131=\"無等級材\",NOT(M131=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C131=\"対称異等級構成集成材\",NOT(H131=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C131&\"_\"&H131,List_No,3,FALSE)&M131,\"\")","v":"22―"},{"$f":"IF(C131=\"同一等級構成集成材\",H131,\"\")","v":""}]
[null,2,"無等級材",null,null,null,null,"すぎ",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI132,List_Fc,6,FALSE),\"該当無し\")","v":17.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C132=\"無等級材\",NOT(M132=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C132=\"対称異等級構成集成材\",NOT(H132=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C132&\"_\"&H132,List_No,3,FALSE)&M132,\"\")","v":"24―"},{"$f":"IF(C132=\"同一等級構成集成材\",H132,\"\")","v":""}]
[null,3,"同一等級構成集成材",null,null,null,null,"4層以上",null,null,null,null,"E95－F315",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI133,List_Fc,6,FALSE),\"該当無し\")","v":26},null,"(N/m㎡)",null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C133&\"_\"&H133,List_No,3,FALSE)&M133,\"\")","v":"31E95－F315"},{"$f":"IF(C133=\"同一等級構成集成材\",H133,\"\")","v":"4層以上"}]
[]
[]
[null,"Input④基本条件",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"※","2階柱と1階柱の入力内容は計算上リンクしていません。追加荷重等はそれぞれの柱ごとに入力してください。"]
[null,"項目",null,null,null,null,null,null,"単位",null,"外柱",null,null,null,"中柱"]
[null,null,null,null,null,null,null,null,null,null,"2階",null,"1階",null,"2階",null,"1階"]
["柱No","柱No",null,null,null,null,null,null,"(―)",null,1,null,2,null,3,null,4]
["-","検討要否",null,null,null,null,null,null,"(―)",null,null,null,null,null,null,null,null,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Input1-3の入力内容（引用）"]
["要否",null,null,null,null,null,null,null,null,null,true,null,true,null,true,null,true]
["符号","柱符号",null,null,null,null,null,null,"(―)",null,"C2o",null,"C1o",null,"C2i",null,"C1i",null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ω8","内壁(面積当たり) ω8",null,{"$f":"$I$43","v":350}]
["柱短辺","柱短辺",null,null,null,null,null,"Bc","(mｍ)",null,105,null,120,null,105,null,120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W2_4","屋根荷重 W2-4（柱梁LL）",null,{"$f":"$AD$98","v":1068}]
["柱長辺","柱長辺",null,null,null,null,null,"Dc","(mｍ)",null,105,null,120,null,105,null,120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W2_5","床荷重 W2-5（柱梁LL）",null,{"$f":"$AD$99","v":1950}]
["Fc","基準強度",null,null,null,null,null,"Fc","(N/m㎡)",null,17.7,null,17.7,null,17.7,null,17.7,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo1","外壁+断熱材 ωO1",null,{"$f":"$W$81","v":720}]
["高さ判定","柱上部の梁せい HG\n又は横架材間距離 ℓ",null,null,null,null,null,null,"(mｍ)",null,"梁せい",null,"梁せい",null,"梁せい",null,"梁せい",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo2","補正外壁重量 ωO2",null,{"$f":"$W$82","v":692}]
["梁せい等",null,null,null,null,null,null,null,null,null,105,null,105,null,105,null,105,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h3","最高高さ―軒高さ h3",null,{"$f":"$I$20","v":1.5}]
["軒算定","外壁を負担する2階柱\n上部の軒上外壁高さ",null,null,null,null,null,"Ho","(m)",null,"自動計算",null,"自動計算",null,"直接入力",null,"直接入力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h2","軒高さ―2階梁天 h2",null,{"$f":"$I$21","v":3}]
["軒上",null,null,null,null,null,null,null,null,null,0,null,0,null,0,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h1","2階梁天―土台天 h1",null,{"$f":"$I$22","v":3}]
["2階Lo","2階柱の外壁負担長さ",null,null,null,null,null,"LO2","(m)",null,1.82,null,1.82,null,0,null,0]
["1階Lo","1階柱の外壁負担長さ",null,null,null,null,null,"LO1","(m)",null," ",null,1.82,null," ",null,0]
["2階Ae","2階柱の負担面積",null,null,null,null,null,"Ae2","(㎡)",null,5,null,5,null,5,null,5,null,"←"]
["1階Ae","1階柱の負担面積",null,null,null,null,null,"Ae1","(㎡)",null," ",null,5,null," ",null,5]
["R階ω","R階屋根の追加等分布荷重(※)",null,null,null,null,null,"ωC2","(N/㎡)",null,0,null,0,null,0,null,0,null,"←"]
["2階ω","2階床の追加等分布荷重(※)",null,null,null,null,null,"ωC1","(N/㎡)",null," ",null,0,null," ",null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"案内文",{"$f":"IF(COUNTIF($K$158:$R$158,\"NG1\")>0,1,IF(COUNTIF($K$158:$R$158,\"NG2\")>0,2,0))","v":0}]
["追加Pc","柱の追加集中荷重(※)",null,null,null,null,null,"Pc","(kN)",null,0,null,0,null,0,null,0,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG1は、HG又はℓの項目が「梁せい」「横架材間」以外となっています。"]
["柱断面","柱断面積",null,null,null,null,null,"Ac","(c㎡)",null,{"$f":"IF(K141=FALSE,0,K143*K144/100)","v":110.25},null,{"$f":"IF(M141=FALSE,0,M143*M144/100)","v":144},null,{"$f":"IF(O141=FALSE,0,O143*O144/100)","v":110.25},null,{"$f":"IF(Q141=FALSE,0,Q143*Q144/100)","v":144},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG2は、Hoの項目が「自動計算」「直接入力」以外となっています。"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(NOT(OR(K$146=\"梁せい\",K$146=\"横架材間\")),\"NG1\",IF(NOT(OR(K$148=\"自動計算\",K$148=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(M$146=\"梁せい\",M$146=\"横架材間\")),\"NG1\",IF(NOT(OR(M$148=\"自動計算\",M$148=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(O$146=\"梁せい\",O$146=\"横架材間\")),\"NG1\",IF(NOT(OR(O$148=\"自動計算\",O$148=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(Q$146=\"梁せい\",Q$146=\"横架材間\")),\"NG1\",IF(NOT(OR(Q$148=\"自動計算\",Q$148=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF($AK$155=0,\"\",\"←\")","v":""},{"$f":"IF(AK155=1,$AJ$156,IF(AK155=2,$AJ$157,\"\"))","v":""}]
[]
["（※）",null,"下記の検討は外壁（軒上を含む）、内壁、屋根、2階床を考慮した検討です。"]
[null,null,"「Input③その他の荷重入力」で入力した追加荷重は別途（※）印の追加荷重で入力してください。"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数",{"$f":"MATCH(AI163,$A$139:$A$157,0)","v":3},"ℓ\n（計算）","ℓ\n（採用値）",{"$f":"MATCH(AL163,$A$139:$A$157,0)","v":8},{"$f":"MATCH(AM163,$A$139:$A$157,0)","v":9},"―","―",{"$f":"MATCH(AP163,$A$139:$A$157,0)","v":5}]
[null,"1）横架材間距離　{ℓ = h * 1000 - HG　又は直接入力}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2）断面二次半径（弱軸）　{ iy = Bc / √(12) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","要否",null,null,"高さ判定","梁せい等","階高","i（弱軸）","柱短辺"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},"ℓ2","=",{"$f":"IF($K164=0,\"\",IF(AL164=\"横架材間\",\"【直接入力】\",DispFormula($AJ164)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI164=FALSE,0,ROUNDUP(AK164,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy2","=",{"$f":"IF($AB164=0,\"\",DispFormula($AO164))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI164=FALSE,0,ROUNDDOWN(AO164,2))","v":30.31},null,"(mm)",null,null,null,1,{"$f":"HLOOKUP($AH164,List_柱,AI$162,FALSE)","v":true},{"$f":"$AN164*1000-$AM164","v":2895},{"$f":"IF(AL164=\"横架材間\",AM164,AJ164)","v":2895},{"$f":"HLOOKUP($AH164,List_柱,AL$162,FALSE)","v":"梁せい"},105,{"$f":"$AL$148","v":3},{"$f":"$AP164/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH164,List_柱,AP$162,FALSE)","v":105}]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},"ℓ1","=",{"$f":"IF($K165=0,\"\",IF(AL165=\"横架材間\",\"【直接入力】\",DispFormula($AJ165)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI165=FALSE,0,ROUNDUP(AK165,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB165=0,\"\",DispFormula($AO165))","v":"120/√(12)"},null,null,null,"=",{"$f":"IF(AI165=FALSE,0,ROUNDDOWN(AO165,2))","v":34.64},null,"(mm)",null,null,null,2,{"$f":"HLOOKUP($AH165,List_柱,AI$162,FALSE)","v":true},{"$f":"$AN165*1000-$AM165","v":2895},{"$f":"IF(AL165=\"横架材間\",AM165,AJ165)","v":2895},"梁せい",105,{"$f":"$AL$149","v":3},{"$f":"$AP165/SQRT(12)","v":34.641016151377549},{"$f":"HLOOKUP($AH165,List_柱,AP$162,FALSE)","v":120}]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},"ℓ2","=","3.000*1000-105",null,null,null,"=",{"$f":"IF(AI166=FALSE,0,ROUNDUP(AK166,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy2","=",{"$f":"IF($AB166=0,\"\",DispFormula($AO166))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI166=FALSE,0,ROUNDDOWN(AO166,2))","v":30.31},null,"(mm)",null,null,null,3,{"$f":"HLOOKUP($AH166,List_柱,AI$162,FALSE)","v":true},{"$f":"$AN166*1000-$AM166","v":2895},{"$f":"IF(AL166=\"横架材間\",AM166,AJ166)","v":2895},"梁せい",105,{"$f":"$AL$148","v":3},{"$f":"$AP166/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH166,List_柱,AP$162,FALSE)","v":105}]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},"ℓ1","=",{"$f":"IF($K167=0,\"\",IF(AL167=\"横架材間\",\"【直接入力】\",DispFormula($AJ167)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI167=FALSE,0,ROUNDUP(AK167,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB167=0,\"\",DispFormula($AO167))","v":"120/√(12)"},null,null,null,"=",{"$f":"IF(AI167=FALSE,0,ROUNDDOWN(AO167,2))","v":34.64},null,"(mm)",null,null,null,4,{"$f":"HLOOKUP($AH167,List_柱,AI$162,FALSE)","v":true},{"$f":"$AN167*1000-$AM167","v":2895},{"$f":"IF(AL167=\"横架材間\",AM167,AJ167)","v":2895},"梁せい",105,{"$f":"$AL$149","v":3},{"$f":"$AP167/SQRT(12)","v":34.641016151377549},{"$f":"HLOOKUP($AH167,List_柱,AP$162,FALSE)","v":120}]
[]
[null,"3）有効細長比　{λ = ℓ / iy }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4）有効細長比による必要最小径　{ dse = √(12)*ℓ / 150 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"細長比","必要径"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},"λ2","=",{"$f":"IF($J170=0,\"\",DispFormula($AI170))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI170,2),0)","v":95.52000000000001},null,{"$f":"IF(J170<=M170,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J170=0,\"\",IF(J170<=M170,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse2","=",{"$f":"IF($AB170=0,\"\",DispFormula($AJ170))","v":"√(12)*2895/150"},null,null,null,"=",{"$f":"ROUNDUP(AJ170,0)","v":67},null,"(mm)",null,null,null,null,{"$f":"K164/AB164","v":95.513032002639392},{"$f":"SQRT(12)*$K164/150","v":66.857161172158655}]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},"λ1","=",{"$f":"IF($J171=0,\"\",DispFormula($AI171))","v":"2895/34.64"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI171,2),0)","v":83.58},null,{"$f":"IF(J171<=M171,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J171=0,\"\",IF(J171<=M171,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=",{"$f":"IF($AB171=0,\"\",DispFormula($AJ171))","v":"√(12)*2895/150"},null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K165/AB165","v":83.573903002309464},{"$f":"SQRT(12)*$K165/150","v":66.857161172158655}]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},"λ2","=",{"$f":"IF($J172=0,\"\",DispFormula($AI172))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI172,2),0)","v":95.52000000000001},null,{"$f":"IF(J172<=M172,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J172=0,\"\",IF(J172<=M172,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse2","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K166/AB166","v":95.513032002639392},{"$f":"SQRT(12)*$K166/150","v":66.857161172158655}]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},"λ1","=",{"$f":"IF($J173=0,\"\",DispFormula($AI173))","v":"2895/34.64"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI173,2),0)","v":83.58},null,{"$f":"IF(J173<=M173,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J173=0,\"\",IF(J173<=M173,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K167/AB167","v":83.573903002309464},{"$f":"SQRT(12)*$K167/150","v":66.857161172158655},null,null,null,{"$f":"MATCH(AN174,$A$139:$A$157,0)","v":7}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","（A）","（B）","（C）","λ","Fc",null,null,"算定式"]
[null,"5）座屈の許容応力度の算定",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(λ≦30)","(30＜λ≦100)","(100＜λ)",null,null,null,"(λ≦30)","1.1/3*Fc"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},{"$f":"IF(AB176=0,\"\",IF(AI176=\"A\",$AJ$175,IF(AI176=\"B\",$AK$175,$AL$175)))","v":"(30＜λ≦100)"},null,null,null,"Fk2","=",{"$f":"IF(AB176=0,\"\",IF(AI176=\"A\",$AQ$175,IF(AI176=\"B\",$AQ$176,$AQ$177)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB176=0,\"\",IF($AI176=\"A\",DispFormula($AJ176),IF($AI176=\"B\",DispFormula($AK176),DispFormula($AL176))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI164=FALSE,0,ROUNDDOWN(IF($AI176=\"A\",$AJ176,IF($AI176=\"B\",$AK176,$AL176)),2))","v":2.23},null,"(N/mm2)",null,null,null,1,{"$f":"IF(AM176<=30,\"A\",IF(AM176<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN176","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM176)*$AN176","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM176^2)*$AN176","v":2.1339160206392087},{"$f":"$J170","v":95.52000000000001},{"$f":"HLOOKUP($AH176,List_柱,AN$173,FALSE)","v":17.7},null,"(30＜λ≦100)","1.1/3*(1.3-0.01*λ)*Fc"]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},{"$f":"IF(AB177=0,\"\",IF(AI177=\"A\",$AJ$175,IF(AI177=\"B\",$AK$175,$AL$175)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB177=0,\"\",IF(AI177=\"A\",$AQ$175,IF(AI177=\"B\",$AQ$176,$AQ$177)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB177=0,\"\",IF($AI177=\"A\",DispFormula($AJ177),IF($AI177=\"B\",DispFormula($AK177),DispFormula($AL177))))","v":"1.1/3*(1.3-0.01*83.58)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI165=FALSE,0,ROUNDDOWN(IF($AI177=\"A\",$AJ177,IF($AI177=\"B\",$AK177,$AL177)),2))","v":3.01},null,"(N/mm2)",null,null,null,2,{"$f":"IF(AM177<=30,\"A\",IF(AM177<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN177","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM177)*$AN177","v":3.0126580000000005},{"$f":"1.1/3*3000/($AM177^2)*$AN177","v":2.7871556187940696},{"$f":"$J171","v":83.58},{"$f":"HLOOKUP($AH177,List_柱,AN$173,FALSE)","v":17.7},null,"(100＜λ)","1.1/3*3000/(λ^2)*Fc"]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},{"$f":"IF(AB178=0,\"\",IF(AI178=\"A\",$AJ$175,IF(AI178=\"B\",$AK$175,$AL$175)))","v":"(30＜λ≦100)"},null,null,null,"Fk2","=",{"$f":"IF(AB178=0,\"\",IF(AI178=\"A\",$AQ$175,IF(AI178=\"B\",$AQ$176,$AQ$177)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB178=0,\"\",IF($AI178=\"A\",DispFormula($AJ178),IF($AI178=\"B\",DispFormula($AK178),DispFormula($AL178))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI166=FALSE,0,ROUNDDOWN(IF($AI178=\"A\",$AJ178,IF($AI178=\"B\",$AK178,$AL178)),2))","v":2.23},null,"(N/mm2)",null,null,null,3,"B",{"$f":"1.1/3*$AN178","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM178)*$AN178","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM178^2)*$AN178","v":2.1339160206392087},{"$f":"$J172","v":95.52000000000001},{"$f":"HLOOKUP($AH178,List_柱,AN$173,FALSE)","v":17.7}]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},{"$f":"IF(AB179=0,\"\",IF(AI179=\"A\",$AJ$175,IF(AI179=\"B\",$AK$175,$AL$175)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB179=0,\"\",IF(AI179=\"A\",$AQ$175,IF(AI179=\"B\",$AQ$176,$AQ$177)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB179=0,\"\",IF($AI179=\"A\",DispFormula($AJ179),IF($AI179=\"B\",DispFormula($AK179),DispFormula($AL179))))","v":"1.1/3*(1.3-0.01*83.58)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI167=FALSE,0,ROUNDDOWN(IF($AI179=\"A\",$AJ179,IF($AI179=\"B\",$AK179,$AL179)),2))","v":3.01},null,"(N/mm2)",null,null,null,4,{"$f":"IF(AM179<=30,\"A\",IF(AM179<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN179","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM179)*$AN179","v":3.0126580000000005},{"$f":"1.1/3*3000/($AM179^2)*$AN179","v":2.7871556187940696},{"$f":"$J173","v":83.58},{"$f":"HLOOKUP($AH179,List_柱,AN$173,FALSE)","v":17.7}]
[]
[]
[null,"6）等分布荷重による柱の軸力（屋根、2階床、内壁、追加等分布荷重を考慮）"]
[null,"【算定式】",null,null,"NW2 = {(W2-4+ω8/2+ωC2)*Ae2}/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MATCH(AJ184,$A$139:$A$157,0)","v":14},{"$f":"MATCH(AK184,$A$139:$A$157,0)","v":15},{"$f":"MATCH(AL184,$A$139:$A$157,0)","v":16},{"$f":"MATCH(AM184,$A$139:$A$157,0)","v":17}]
[null,null,null,null,"NW1 = {(W2-4+ω8+ωC2)*Ae2+(W2-5+ω8/2+ωC1)*Ae1}/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","Wc","2階Ae","1階Ae","R階ω","2階ω"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},"NW2","=",{"$f":"IF($W185=0,\"\",DispFormula($AI185))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI164=FALSE,0,ROUNDUP(AI185,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,1,{"$f":"($AL$143+$AL$142/2+$AL185)*$AJ185/1000","v":6.2149999999999999},{"$f":"HLOOKUP($AH185,List_柱,AJ$183,FALSE)","v":5}," ",0," "]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},"NW1","=",{"$f":"IF($W186=0,\"\",DispFormula($AI186))","v":"((1068 +350 +0)*5.00+(1950 +350 /2+0)*5.00)/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI165=FALSE,0,ROUNDUP(AI186,2))","v":17.720000000000002},null,"(kN)",null,null,null,null,null,null,null,null,2,{"$f":"(($AL$143+$AL$142+$AL186)*AJ186+($AL$144+$AL$142/2+$AM186)*$AK186)/1000","v":17.715},5,5,0,0]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},"NW2","=",{"$f":"IF($W187=0,\"\",DispFormula($AI187))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI166=FALSE,0,ROUNDUP(AI187,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,3,{"$f":"($AL$143+$AL$142/2+$AL187)*$AJ187/1000","v":6.2149999999999999},5," ",0," "]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},"NW1","=",{"$f":"IF($W188=0,\"\",DispFormula($AI188))","v":"((1068 +350 +0)*5.00+(1950 +350 /2+0)*5.00)/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI167=FALSE,0,ROUNDUP(AI188,2))","v":17.720000000000002},null,"(kN)",null,null,null,null,null,null,null,null,4,{"$f":"(($AL$143+$AL$142+$AL188)*AJ188+($AL$144+$AL$142/2+$AM188)*$AK188)/1000","v":17.715},5,5,0,0]
[]
[]
[null,"7）外壁・追加集中荷重による柱の軸力"]
[null,"【算定式】",null,null,"NP2 = (ωO1*HO*LO2+ωO2*h2/2*LO2)/1000+Pc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【座屈検討時の係数】",null,null,null,null,null,null,null,"行数","―","―","―",{"$f":"MATCH(AL193,$A$139:$A$157,0)","v":10},11,12,13,18,7]
[null,null,null,null,"NP1 = {ωO1*HO*LO2+ωO2*(h2*LO2+h1/2*LO1)}/1000+Pc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"γ=(NP+NW)*1000/(1.1/3*Fc)",null,null,null,null,null,null,null,null,"No","Pc","係数","階高","軒算定","軒上","2階Lo","1階Lo","追加Pc","Fc"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},"NP2","=",{"$f":"IF($W194=0,\"【該当無し】\",DispFormula($AI194))","v":"(720 *1.500*1.82+692 *3.000/2*1.82)/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI164=FALSE,0,ROUNDUP($AI194,2))","v":3.86},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI164=FALSE,0,ROUND($AJ194,0)),\"\")","v":1553},null,"）",null,null,null,1,{"$f":"($AL$145*AM194*$AN194+$AL$146*$AK194/2*$AN194)/1000+$AP194","v":3.8547600000000002},{"$f":"($W194+$W185)*1000/(1.1/3*$AQ194)","v":1553.1587057010786},{"$f":"AN164","v":3},{"$f":"HLOOKUP($AH194,List_柱,AL$192,FALSE)","v":"自動計算"},{"$f":"IF($AL194=\"直接入力\",HLOOKUP($AH194,List_柱,AM$192,FALSE),$AL$147)","v":1.5},{"$f":"HLOOKUP($AH194,List_柱,AN$192,FALSE)","v":1.82}," ",0,17.7]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},"NP1","=",{"$f":"IF($W195=0,\"【該当無し】\",DispFormula($AI195))","v":"(720 *1.500*1.82+692 *(3.000*1.82+3.000/2*1.82))/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI165=FALSE,0,ROUNDUP($AI195,2))","v":7.64},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI165=FALSE,0,ROUND($AJ195,0)),\"\")","v":3908},null,"）",null,null,null,2,{"$f":"($AL$145*$AM195*$AN195+$AL$146*(AK194*$AN195+$AK195/2*$AO195))/1000+$AP195","v":7.6330799999999996},{"$f":"($W195+$W186)*1000/(1.1/3*$AQ195)","v":3907.5500770416029},{"$f":"AN165","v":3},"自動計算",{"$f":"IF($AL195=\"直接入力\",HLOOKUP($AH195,List_柱,AM$192,FALSE),$AL$147)","v":1.5},1.82,1.82,0,17.7]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},"NP2","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI166=FALSE,0,ROUNDUP($AI196,2))","v":0},null,"(kN)",null,"（",958,null,"）",null,null,null,3,{"$f":"($AL$145*AM196*$AN196+$AL$146*$AK196/2*$AN196)/1000+$AP196","v":0},{"$f":"($W196+$W187)*1000/(1.1/3*$AQ196)","v":958.39753466872105},{"$f":"AN166","v":3},"直接入力",{"$f":"IF($AL196=\"直接入力\",HLOOKUP($AH196,List_柱,AM$192,FALSE),$AL$147)","v":0},0," ",0,17.7]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},"NP1","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI167=FALSE,0,ROUNDUP($AI197,2))","v":0},null,"(kN)",null,"（",2730,null,"）",null,null,null,4,{"$f":"($AL$145*$AM197*$AN197+$AL$146*(AK196*$AN197+$AK197/2*$AO197))/1000+$AP197","v":0},{"$f":"($W197+$W188)*1000/(1.1/3*$AQ197)","v":2730.3543913713411},{"$f":"AN167","v":3},"直接入力",{"$f":"IF($AL197=\"直接入力\",HLOOKUP($AH197,List_柱,AM$192,FALSE),$AL$147)","v":0},0,0,0,17.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―",{"$f":"MATCH(AJ199,$A$139:$A$157,0)","v":19}]
[null,"8）柱の応力度　{ σc = (NP+NW)*1000 )/ (Ac*100) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【許容座屈応力度】",null,null,null,null,"【検定比】",null,null,null,null,null,null,"No","σ","柱断面"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},"σC2","=",{"$f":"IF($P200=0,\"\",DispFormula($AI200))","v":"(3.86+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI200,2),0)","v":0.92},null,"(N/mm2)",null,null,{"$f":"IF(P200<=V200,\"≦\",\">\")","v":"≦"},{"$f":"$AB176","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P200/V200,2),\"\")","v":0.42},null,"）",{"$f":"IF(P200=0,\"\",IF(P200<=V200,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,1,{"$f":"($W194+W185)*1000/($AJ200*100)","v":0.91428571428571426},{"$f":"HLOOKUP($AH200,List_柱,AJ$198,FALSE)","v":110.25}]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},"σC1","=",{"$f":"IF($P201=0,\"\",DispFormula($AI201))","v":"(7.64+17.72)*1000/(144.00*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI201,2),0)","v":1.77},null,"(N/mm2)",null,null,{"$f":"IF(P201<=V201,\"≦\",\">\")","v":"≦"},{"$f":"$AB177","v":3.01},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P201/V201,2),\"\")","v":0.59},null,"）",{"$f":"IF(P201=0,\"\",IF(P201<=V201,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,2,{"$f":"($W195+W186)*1000/($AJ201*100)","v":1.7611111111111113},{"$f":"HLOOKUP($AH201,List_柱,AJ$198,FALSE)","v":144}]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},"σC2","=",{"$f":"IF($P202=0,\"\",DispFormula($AI202))","v":"(0.00+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI202,2),0)","v":0.57000000000000006},null,"(N/mm2)",null,null,{"$f":"IF(P202<=V202,\"≦\",\">\")","v":"≦"},{"$f":"$AB178","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P202/V202,2),\"\")","v":0.26},null,"）",{"$f":"IF(P202=0,\"\",IF(P202<=V202,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,3,{"$f":"($W196+W187)*1000/($AJ202*100)","v":0.56417233560090707},{"$f":"HLOOKUP($AH202,List_柱,AJ$198,FALSE)","v":110.25}]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},"σC1","=",{"$f":"IF($P203=0,\"\",DispFormula($AI203))","v":"(0.00+17.72)*1000/(144.00*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI203,2),0)","v":1.24},null,"(N/mm2)",null,null,{"$f":"IF(P203<=V203,\"≦\",\">\")","v":"≦"},{"$f":"$AB179","v":3.01},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P203/V203,2),\"\")","v":0.42},null,"）",{"$f":"IF(P203=0,\"\",IF(P203<=V203,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,4,{"$f":"($W197+W188)*1000/($AJ203*100)","v":1.2305555555555558},{"$f":"HLOOKUP($AH203,List_柱,AJ$198,FALSE)","v":144}]
[]
[null,"9）柱の応力度による必要最小径"]
[null,"【算定式】",null,"(100＜λ')",null,null,null,null,"dbe","=","{12*ℓ2/3000*γ}(1/4)",null,null,null,null,null,null,null,null,"※","γは 7) 参照  { γ=(NP+NW)*1000/(1.1/3*Fc)  }"]
[null,null,null,"(30＜λ'≦100)",null,null,null,null,"dbe","=","ℓ/75.05+√{(ℓ/75.05)2+1/1.3*γ}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","必要最小径",null,null,"有効細長比",null,null,"横架材間距離"]
[null,null,null,"(λ'≦30)",null,null,null,null,"dbe","=","√(γ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【有効細長比λ'】",null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ","(λ'≦30)","(30＜λ'≦100)","(100＜λ')"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},{"$f":"IF(W209=0,\"\",IF(AI209=\"A\",$AM$208,IF(AI209=\"B\",$AN$208,$AO$208)))","v":"(100＜λ')"},null,null,null,null,"dbe2","=",{"$f":"IF(W209=0,\"\",IF($AI209=\"A\",DispFormula($AJ209),IF($AI209=\"B\",DispFormula($AK209),DispFormula($AL209))))","v":"((12*2895^2)/3000*1553)^(1/4)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI209=\"A\",$AJ209,IF($AI209=\"B\",$AK209,$AL209)),0),0)","v":85},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP209/W209,0)","v":117.98322559792703},null,"）",null,null,1,{"$f":"IF(AM209<=30,\"A\",IF(AN209<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB194)","v":39.408120990476064},{"$f":"AP209/75.05+SQRT((AP209/75.05)^2+1/1.3*AB194)","v":90.368016598949481},{"$f":"((12*AP209^2)/3000*AB194)^(1/4)","v":84.943890038690682},{"$f":"SQRT(12)*AP209/ROUNDUP(AJ209,0)","v":250.71435439559497},{"$f":"SQRT(12)*AP209/ROUNDUP(AK209,0)","v":110.20411182223954},{"$f":"SQRT(12)*AP209/ROUNDUP(AL209,0)","v":117.98322559792703},{"$f":"$K164","v":2895}]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},{"$f":"IF(W210=0,\"\",IF(AI210=\"A\",$AM$208,IF(AI210=\"B\",$AN$208,$AO$208)))","v":"(30＜λ'≦100)"},null,null,null,null,"dbe1","=","2895/75.05+√((2895/75.05)^2+1/1.3*3908)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI210=\"A\",$AJ210,IF($AI210=\"B\",$AK210,$AL210)),0),0)","v":106},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP210/W210,0)","v":94.609190337960356},null,"）",null,null,2,{"$f":"IF(AM210<=30,\"A\",IF(AN210<=100,\"B\",\"C\"))","v":"B"},{"$f":"SQRT(AB195)","v":62.513998432351137},{"$f":"AP210/75.05+SQRT((AP210/75.05)^2+1/1.3*AB195)","v":105.61255062661553},{"$f":"((12*AP210^2)/3000*AB195)^(1/4)","v":106.98623901220013},{"$f":"SQRT(12)*AP210/ROUNDUP(AJ210,0)","v":159.18371707656823},{"$f":"SQRT(12)*AP210/ROUNDUP(AK210,0)","v":94.609190337960356},{"$f":"SQRT(12)*AP210/ROUNDUP(AL210,0)","v":93.72499229741868},{"$f":"$K165","v":2895}]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},{"$f":"IF(W211=0,\"\",IF(AI211=\"A\",$AM$208,IF(AI211=\"B\",$AN$208,$AO$208)))","v":"(100＜λ')"},null,null,null,null,"dbe2","=","((12*2895^2)/3000*958)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI211=\"A\",$AJ211,IF($AI211=\"B\",$AK211,$AL211)),0),0)","v":76},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP211/W211,0)","v":131.95492336610261},null,"）",null,null,3,{"$f":"IF(AM211<=30,\"A\",IF(AN211<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB196)","v":30.951575081084322},{"$f":"AP211/75.05+SQRT((AP211/75.05)^2+1/1.3*AB196)","v":85.743113014395789},{"$f":"((12*AP211^2)/3000*AB196)^(1/4)","v":75.280181782868752},{"$f":"SQRT(12)*AP211/ROUNDUP(AJ211,0)","v":323.50239276850959},{"$f":"SQRT(12)*AP211/ROUNDUP(AK211,0)","v":116.61132762585812},{"$f":"SQRT(12)*AP211/ROUNDUP(AL211,0)","v":131.95492336610261},{"$f":"$K166","v":2895}]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},{"$f":"IF(W212=0,\"\",IF(AI212=\"A\",$AM$208,IF(AI212=\"B\",$AN$208,$AO$208)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=","((12*2895^2)/3000*2730)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI212=\"A\",$AJ212,IF($AI212=\"B\",$AK212,$AL212)),0),0)","v":98},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP212/W212,0)","v":102.33238954922243},null,"）",null,null,4,{"$f":"IF(AM212<=30,\"A\",IF(AN212<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB197)","v":52.249401910452526},{"$f":"AP212/75.05+SQRT((AP212/75.05)^2+1/1.3*AB197)","v":98.473994757637882},{"$f":"((12*AP212^2)/3000*AB197)^(1/4)","v":97.80925334872957},{"$f":"SQRT(12)*AP212/ROUNDUP(AJ212,0)","v":189.21838067592071},101.29872904872524,{"$f":"SQRT(12)*AP212/ROUNDUP(AL212,0)","v":102.33238954922243},{"$f":"$K167","v":2895}]
[]
[null,"Output② 柱の必要最小径の算定（※正方形断面の場合）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","必要径","λ小径","de/ℓ"]
[null,null,{"$f":"\"2階\"&$K$137","v":"2階外柱"},null,"de2","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI215)","v":"MAX(67,85)"},null,null,null,"=",{"$f":"ROUNDUP(AI215,0)","v":85},null,"(mm)",null,null,null,"de2/ℓ2","=",{"$f":"IFERROR(DispFormula(AK215),\"\")","v":"85/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK215,0),\"\")","v":"1/35"},null,null,null,null,1,{"$f":"MAX(AJ215,W209)","v":85},{"$f":"$AB170","v":67},{"$f":"Q215/K164","v":2.9360967184801381E-2}]
[null,null,{"$f":"\"1階\"&$K$137","v":"1階外柱"},null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI216)","v":"MAX(67,106)"},null,null,null,"=",{"$f":"ROUNDUP(AI216,0)","v":106},null,"(mm)",null,null,null,"de1/ℓ1","=",{"$f":"IFERROR(DispFormula(AK216),\"\")","v":"106/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK216,0),\"\")","v":"1/28"},null,null,null,null,2,{"$f":"MAX(AJ216,W210)","v":106},{"$f":"$AB171","v":67},{"$f":"Q216/K165","v":3.6614853195164075E-2}]
[null,null,{"$f":"\"2階\"&$O$137","v":"2階中柱"},null,"de2","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI217)","v":"MAX(67,76)"},null,null,null,"=",{"$f":"ROUNDUP(AI217,0)","v":76},null,"(mm)",null,null,null,"de2/ℓ2","=","76/2895",null,null,"=","1/39",null,null,null,null,3,{"$f":"MAX(AJ217,W211)","v":76},{"$f":"$AB172","v":67},2.6252158894645942E-2]
[null,null,{"$f":"\"1階\"&$O$137","v":"1階中柱"},null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI218)","v":"MAX(67,98)"},null,null,null,"=",{"$f":"ROUNDUP(AI218,0)","v":98},null,"(mm)",null,null,null,"de1/ℓ1","=","98/2895",null,null,"=","1/30",null,null,null,null,4,{"$f":"MAX(AJ218,W212)","v":98},{"$f":"$AB173","v":67},{"$f":"Q218/K167","v":3.3851468048359243E-2}]
[]
[null,"Output③ 柱の最大負担面積の算定（※2階と1階の柱が同じ負担面積であると仮定したときの最大負担面積を算定します。）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"分布荷重"]
[null,null,null,null,null,"2階柱の等分布荷重：","Σω2",null,"=","W2-4+ω8/2",null,null,null,null,null,"=",{"$f":"IF($Y221=0,\"\",DispFormula($AI221))","v":"1068 +350 /2"},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI221,0)","v":1243},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"$AD$98+$I$43/2","v":1243}]
[null,null,null,null,null,"1階柱の等分布荷重：","Σω1",null,"=","W2-4+W2-5+ω8*(1+1/2)",null,null,null,null,null,"=",{"$f":"IF($Y222=0,\"\",DispFormula($AI222))","v":"1068 +1950 +350 *(1+1/2)"},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI222,0)","v":3543},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"$AD$98+$AD$99+$I$43*(1+1/2)","v":3543}]
[]
[null,"【算定式】",null,"(100＜λ)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100*3000/λ2-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―","―","―","―","―",7,17,null,null,14,15]
[null,null,null,"(30＜λ≦100)",null,null,null,null,"Ae_max","=","{1.1/3*Fc*Ac*100*(1.3-0.01*λ)-Pc*1000}/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","最大負担面積",null,null,"λ","Fc","柱断面","Pc","Σω","2階ωc","1階ωc","係数（参考）"]
[null,null,null,"(λ≦30)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ",null,null,null,null,null,null,null,"λ≦30","30＜λ≦100","100＜λ"]
[null,null,"2階外柱",{"$f":"IF(AC227=0,\"\",IF($AM227>150,\"【有効細長比NG】\",IF(AI227=\"A\",$AJ$175,IF(AI227=\"B\",$AK$175,$AL$175))))","v":{"$error":"#VALUE!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC227=0,\"\",IF($AI227=\"A\",DispFormula($AJ227),IF($AI227=\"B\",DispFormula($AK227),DispFormula($AL227))))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI164=FALSE,0,ROUNDDOWN(IF($AI227=\"A\",$AJ227,IF($AI227=\"B\",$AK227,$AL227)),3))","v":{"$error":"#VALUE!"}},null,"(㎡)",null,null,1,{"$f":"IF(AM227<=30,\"A\",IF(AM227<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN227*$AO227*100-AP227*1000)/($AQ227+AR227)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN227*$AO227*100*(1.3-0.01*$AM227)-$AP227*1000)/($AQ227+AR227)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN227*$AO227*100*3000/($AM227^2)-$AP227*1000)/($AQ227+AR227)","v":{"$error":"#VALUE!"}},{"$f":"$J170","v":95.52000000000001},{"$f":"HLOOKUP($AH227,List_柱,AN$224,FALSE)","v":17.7}," ",{"$f":"$W194","v":3.86},{"$f":"$Y$221","v":1243},{"$f":"HLOOKUP($AH227,List_柱,AR$224,FALSE)","v":5}," ",{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM227)","v":0.34479999999999988},{"$f":"3000/($AM227^2)","v":0.32880061951297518}]
[null,null,"1階外柱",{"$f":"IF(AC228=0,\"\",IF($AM228>150,\"【有効細長比NG】\",IF(AI228=\"A\",$AJ$175,IF(AI228=\"B\",$AK$175,$AL$175))))","v":"(30＜λ≦100)"},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC228=0,\"\",IF($AI228=\"A\",DispFormula($AJ228),IF($AI228=\"B\",DispFormula($AK228),DispFormula($AL228))))","v":"(1.1/3*17.7*0.0*100*(1.3-0.01*83.58)-7.64*1000)/(3543+5+5)"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI165=FALSE,0,ROUNDDOWN(IF($AI228=\"A\",$AJ228,IF($AI228=\"B\",$AK228,$AL228)),3))","v":-2.15},null,"(㎡)",null,null,2,{"$f":"IF(AM228<=30,\"A\",IF(AM228<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN228*$AO228*100-AP228*1000)/($AQ228+AR228+AS228)","v":-2.150295524908528},{"$f":"(1.1/3*$AN228*$AO228*100*(1.3-0.01*$AM228)-$AP228*1000)/($AQ228+AR228+AS228)","v":-2.150295524908528},{"$f":"(1.1/3*$AN228*$AO228*100*3000/($AM228^2)-$AP228*1000)/($AQ228+AR228+AS228)","v":-2.150295524908528},{"$f":"$J171","v":83.58},17.7,0,{"$f":"$W195","v":7.64},{"$f":"$Y$222","v":3543},5,5,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM228)","v":0.46420000000000006},{"$f":"3000/($AM228^2)","v":0.42945387038429422}]
[null,null,"2階中柱",{"$f":"IF(AC229=0,\"\",IF($AM229>150,\"【有効細長比NG】\",IF(AI229=\"A\",$AJ$175,IF(AI229=\"B\",$AK$175,$AL$175))))","v":{"$error":"#VALUE!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC229=0,\"\",IF($AI229=\"A\",DispFormula($AJ229),IF($AI229=\"B\",DispFormula($AK229),DispFormula($AL229))))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI166=FALSE,0,ROUNDDOWN(IF($AI229=\"A\",$AJ229,IF($AI229=\"B\",$AK229,$AL229)),3))","v":{"$error":"#VALUE!"}},null,"(㎡)",null,null,3,{"$f":"IF(AM229<=30,\"A\",IF(AM229<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN229*$AO229*100-AP229*1000)/($AQ229+AR229)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN229*$AO229*100*(1.3-0.01*$AM229)-$AP229*1000)/($AQ229+AR229)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN229*$AO229*100*3000/($AM229^2)-$AP229*1000)/($AQ229+AR229)","v":{"$error":"#VALUE!"}},{"$f":"$J172","v":95.52000000000001},17.7," ",{"$f":"$W196","v":0},{"$f":"$Y$221","v":1243},5," ",{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM229)","v":0.34479999999999988},{"$f":"3000/($AM229^2)","v":0.32880061951297518}]
[null,null,"1階中柱",{"$f":"IF(AC230=0,\"\",IF($AM230>150,\"【有効細長比NG】\",IF(AI230=\"A\",$AJ$175,IF(AI230=\"B\",$AK$175,$AL$175))))","v":""},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC230=0,\"\",IF($AI230=\"A\",DispFormula($AJ230),IF($AI230=\"B\",DispFormula($AK230),DispFormula($AL230))))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI167=FALSE,0,ROUNDDOWN(IF($AI230=\"A\",$AJ230,IF($AI230=\"B\",$AK230,$AL230)),3))","v":0},null,"(㎡)",null,null,4,{"$f":"IF(AM230<=30,\"A\",IF(AM230<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN230*$AO230*100-AP230*1000)/($AQ230+AR230+AS230)","v":0},{"$f":"(1.1/3*$AN230*$AO230*100*(1.3-0.01*$AM230)-$AP230*1000)/($AQ230+AR230+AS230)","v":0},{"$f":"(1.1/3*$AN230*$AO230*100*3000/($AM230^2)-$AP230*1000)/($AQ230+AR230+AS230)","v":0},{"$f":"$J173","v":83.58},17.7,0,{"$f":"$W197","v":0},{"$f":"$Y$222","v":3543},5,5,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM230)","v":0.46420000000000006},{"$f":"3000/($AM230^2)","v":0.42945387038429422}]
[]
[null,"Output③ 柱の算定結果一覧"]
[]
[null,"No","柱種類",null,"階",null,"柱符号",null,"柱短辺",null,"基準強度",null,"細長比",null,"座屈許容応力度",null,null,"圧縮応力度",null,null,"検定比",null,"判定",null,"必要最小径"]
[null,null,null,null,null,null,null,null,"Bc",null,"Fc",null,"λ",null,"Fk",null,null,"σC",null,null,null,null,null,null,"dse",null,"dbe",null,"de",null,null,null,null,"行数",{"$f":"MATCH(AI236,$A$139:$A$157,0)","v":3},{"$f":"MATCH(AJ236,$A$139:$A$157,0)","v":4},{"$f":"MATCH(AK236,$A$139:$A$157,0)","v":5},{"$f":"MATCH(AL236,$A$139:$A$157,0)","v":7}]
[null,null,null,null,null,null,null,null,"(mm)",null,"(N/mm2)",null,"(―)",null,"(N/mm2)",null,null,"(N/mm2)",null,null,null,null,null,null,"(mm)",null,"(mm)",null,"(mm)",null,null,null,null,"No","要否","符号","柱短辺","Fc"]
[null,{"$f":"AH237","v":1},{"$f":"$K$137","v":"外柱"},null,"2階",null,{"$f":"IF($AI237=TRUE,AJ237,\"―\")","v":"C2o"},null,{"$f":"IF($AI237=TRUE,AK237,\"―\")","v":105},null,{"$f":"IF($AI237=TRUE,AL237,\"―\")","v":17.7},null,{"$f":"IF($AI237=TRUE,J170,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI237=TRUE,AB176,\"―\")","v":2.23},null,null,{"$f":"IF($AI237=TRUE,P200,\"―\")","v":0.92},null,null,{"$f":"IF($AI237=TRUE,AA200,\"―\")","v":0.42},null,{"$f":"IF($AI237=TRUE,IF(AND(R237>0,O237>=R237,M237<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI237=TRUE,AB170,\"―\")","v":67},null,{"$f":"IF($AI237=TRUE,W209,\"―\")","v":85},null,{"$f":"IF($AI237=TRUE,Q215,\"―\")","v":85},null,null,null,null,1,{"$f":"HLOOKUP($AH237,List_柱,AI$235,FALSE)","v":true},"C2o",105,17.7]
[null,{"$f":"AH238","v":2},{"$f":"$K$137","v":"外柱"},null,"1階",null,{"$f":"IF($AI238=TRUE,AJ238,\"―\")","v":"C1o"},null,{"$f":"IF($AI238=TRUE,AK238,\"―\")","v":120},null,{"$f":"IF($AI238=TRUE,AL238,\"―\")","v":17.7},null,{"$f":"IF($AI238=TRUE,J171,\"―\")","v":83.58},null,{"$f":"IF($AI238=TRUE,AB177,\"―\")","v":3.01},null,null,{"$f":"IF($AI238=TRUE,P201,\"―\")","v":1.77},null,null,{"$f":"IF($AI238=TRUE,AA201,\"―\")","v":0.59},null,{"$f":"IF($AI238=TRUE,IF(AND(R238>0,O238>=R238,M238<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI238=TRUE,AB171,\"―\")","v":67},null,{"$f":"IF($AI238=TRUE,W210,\"―\")","v":106},null,{"$f":"IF($AI238=TRUE,Q216,\"―\")","v":106},null,null,null,null,2,true,"C1o",120,17.7]
[null,{"$f":"AH239","v":3},{"$f":"$O$137","v":"中柱"},null,"2階",null,{"$f":"IF($AI239=TRUE,AJ239,\"―\")","v":"C2i"},null,{"$f":"IF($AI239=TRUE,AK239,\"―\")","v":105},null,{"$f":"IF($AI239=TRUE,AL239,\"―\")","v":17.7},null,{"$f":"IF($AI239=TRUE,J172,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI239=TRUE,AB178,\"―\")","v":2.23},null,null,{"$f":"IF($AI239=TRUE,P202,\"―\")","v":0.57000000000000006},null,null,{"$f":"IF($AI239=TRUE,AA202,\"―\")","v":0.26},null,"【OK】",null,{"$f":"IF($AI239=TRUE,AB172,\"―\")","v":67},null,{"$f":"IF($AI239=TRUE,W211,\"―\")","v":76},null,{"$f":"IF($AI239=TRUE,Q217,\"―\")","v":76},null,null,null,null,3,true,"C2i",105,17.7]
[null,{"$f":"AH240","v":4},{"$f":"$O$137","v":"中柱"},null,"1階",null,{"$f":"IF($AI240=TRUE,AJ240,\"―\")","v":"C1i"},null,{"$f":"IF($AI240=TRUE,AK240,\"―\")","v":120},null,{"$f":"IF($AI240=TRUE,AL240,\"―\")","v":17.7},null,{"$f":"IF($AI240=TRUE,J173,\"―\")","v":83.58},null,{"$f":"IF($AI240=TRUE,AB179,\"―\")","v":3.01},null,null,{"$f":"IF($AI240=TRUE,P203,\"―\")","v":1.24},null,null,{"$f":"IF($AI240=TRUE,AA203,\"―\")","v":0.42},null,"【OK】",null,{"$f":"IF($AI240=TRUE,AB173,\"―\")","v":67},null,{"$f":"IF($AI240=TRUE,W212,\"―\")","v":98},null,{"$f":"IF($AI240=TRUE,Q218,\"―\")","v":98},null,null,null,null,4,true,"C1i",120,17.7]
[]
[]
[null,"（参考）柱の小径の算定【H12国交告第1349号第1第1項 】",null,null,null,null,null,null,null,null,null,null,null,null,"de = (0.027 + 22.5・Wd／ℓ2)・ℓ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"生値"]
[null,null,"2階柱",null,"de2","=",{"$f":"DispFormula(AI244)","v":"(0.027+22.5*3.86/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI244,1)","v":78.199999999999989},null,"(mm)",null,null,"≦",{"$f":"$AP$164","v":105},null,{"$f":"IF(P244<=V244,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W194/K164^2)*K164","v":78.195000000000007}]
[null,null,"1階柱",null,"de1","=",{"$f":"DispFormula(AI245)","v":"(0.027+22.5*7.64/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI245,1)","v":78.3},null,"(mm)",null,null,"≦",{"$f":"$AP$165","v":120},null,{"$f":"IF(P245<=V245,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W195/K166^2)*K166","v":78.22437823834197}]

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[]
[null,"3.柱の小径の算定（追加検討）"]
[]
[null,"（参考）木材の圧縮基準強度",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"検索用"]
[null,"No","JAS規格",null,null,null,null,"樹種等",null,null,null,null,"等級等",null,null,null,null,"基準強度Fc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"全体","集成材用"]
[null,1,"無等級材",null,null,null,null,"ひのき",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI6,List_Fc,6,FALSE),\"該当無し\")","v":20.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C6=\"無等級材\",NOT(M6=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C6=\"対称異等級構成集成材\",NOT(H6=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C6&\"_\"&H6,List_No,3,FALSE)&M6,\"\")","v":"22―"},{"$f":"IF(C6=\"同一等級構成集成材\",H6,\"\")","v":""}]
[null,2,"無等級材",null,null,null,null,"すぎ",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI7,List_Fc,6,FALSE),\"該当無し\")","v":17.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C7=\"無等級材\",NOT(M7=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C7=\"対称異等級構成集成材\",NOT(H7=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C7&\"_\"&H7,List_No,3,FALSE)&M7,\"\")","v":"24―"},{"$f":"IF(C7=\"同一等級構成集成材\",H7,\"\")","v":""}]
[null,3,"同一等級構成集成材",null,null,null,null,"4層以上",null,null,null,null,"E95－F315",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI8,List_Fc,6,FALSE),\"該当無し\")","v":26},null,"(N/m㎡)",null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C8&\"_\"&H8,List_No,3,FALSE)&M8,\"\")","v":"31E95－F315"},{"$f":"IF(C8=\"同一等級構成集成材\",H8,\"\")","v":"4層以上"}]
[]
[]
[null,"Input④基本条件",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"※","2階柱と1階柱の入力内容は計算上リンクしていません。追加荷重等はそれぞれの柱ごとに入力してください。"]
[null,"項目",null,null,null,null,null,null,"単位",null,"外柱",null,null,null,"中柱"]
[null,null,null,null,null,null,null,null,null,null,"2階",null,"1階",null,"2階",null,"1階"]
["柱No","柱No",null,null,null,null,null,null,"(―)",null,1,null,2,null,3,null,4]
["-","検討要否",null,null,null,null,null,null,"(―)",null,null,null,null,null,null,null,null,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Input1-3の入力内容（引用）"]
["要否",null,null,null,null,null,null,null,null,null,true,null,true,null,true,null,true]
["符号","柱符号",null,null,null,null,null,null,"(―)",null,"C2o",null,"C1o",null,"C2i",null,"C1i",null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ω8","内壁(面積当たり) ω8",null,{"$f":"VLOOKUP(AI17,Input1_3,4,FALSE)","v":350}]
["柱短辺","柱短辺",null,null,null,null,null,"Bc","(mｍ)",null,105,null,120,null,105,null,120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W2_4","屋根荷重 W2-4（柱梁LL）",null,1068]
["柱長辺","柱長辺",null,null,null,null,null,"Dc","(mｍ)",null,105,null,120,null,105,null,120,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W2_5","床荷重 W2-5（柱梁LL）",null,1950]
["Fc","基準強度",null,null,null,null,null,"Fc","(N/m㎡)",null,17.7,null,17.7,null,17.7,null,17.7,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo1","外壁+断熱材 ωO1",null,720]
["高さ判定","柱上部の梁せい HG\n又は横架材間距離 ℓ",null,null,null,null,null,null,"(mｍ)",null,"梁せい",null,"梁せい",null,"梁せい",null,"梁せい",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo2","補正外壁重量 ωO2",null,692]
["梁せい等",null,null,null,null,null,null,null,null,null,105,null,105,null,105,null,105,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h3","最高高さ―軒高さ h3",null,1.5]
["軒算定","外壁を負担する2階柱\n上部の軒上外壁高さ",null,null,null,null,null,"Ho","(m)",null,"自動計算",null,"自動計算",null,"直接入力",null,"直接入力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h2","軒高さ―2階梁天 h2",null,3]
["軒上",null,null,null,null,null,null,null,null,null,0,null,0,null,0,null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h1","2階梁天―土台天 h1",null,3]
["2階Lo","2階柱の外壁負担長さ",null,null,null,null,null,"LO2","(m)",null,1.82,null,1.82,null,0,null,0]
["1階Lo","1階柱の外壁負担長さ",null,null,null,null,null,"LO1","(m)",null," ",null,1.82,null," ",null,0]
["2階Ae","2階柱の負担面積",null,null,null,null,null,"Ae2","(㎡)",null,5,null,5,null,5,null,5,null,"←"]
["1階Ae","1階柱の負担面積",null,null,null,null,null,"Ae1","(㎡)",null," ",null,5,null," ",null,5]
["R階ω","R階屋根の追加等分布荷重(※)",null,null,null,null,null,"ωC2","(N/㎡)",null,0,null,0,null,0,null,0,null,"←"]
["2階ω","2階床の追加等分布荷重(※)",null,null,null,null,null,"ωC1","(N/㎡)",null," ",null,0,null," ",null,0,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"案内文",{"$f":"IF(COUNTIF($K$33:$R$33,\"NG1\")>0,1,IF(COUNTIF($K$33:$R$33,\"NG2\")>0,2,0))","v":0}]
["追加Pc","柱の追加集中荷重(※)",null,null,null,null,null,"Pc","(kN)",null,0,null,0,null,0,null,0,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG1は、HG又はℓの項目が「梁せい」「横架材間」以外となっています。"]
["柱断面","柱断面積",null,null,null,null,null,"Ac","(c㎡)",null,{"$f":"IF(K16=FALSE,0,K18*K19/100)","v":110.25},null,{"$f":"IF(M16=FALSE,0,M18*M19/100)","v":144},null,{"$f":"IF(O16=FALSE,0,O18*O19/100)","v":110.25},null,{"$f":"IF(Q16=FALSE,0,Q18*Q19/100)","v":144},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG2は、Hoの項目が「自動計算」「直接入力」以外となっています。"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(NOT(OR(K$21=\"梁せい\",K$21=\"横架材間\")),\"NG1\",IF(NOT(OR(K$23=\"自動計算\",K$23=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(M$21=\"梁せい\",M$21=\"横架材間\")),\"NG1\",IF(NOT(OR(M$23=\"自動計算\",M$23=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(O$21=\"梁せい\",O$21=\"横架材間\")),\"NG1\",IF(NOT(OR(O$23=\"自動計算\",O$23=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(Q$21=\"梁せい\",Q$21=\"横架材間\")),\"NG1\",IF(NOT(OR(Q$23=\"自動計算\",Q$23=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF($AK$30=0,\"\",\"←\")","v":""},{"$f":"IF(AK30=1,$AJ$31,IF(AK30=2,$AJ$32,\"\"))","v":""}]
[]
["（※）",null,"下記の検討は外壁（軒上を含む）、内壁、屋根、2階床を考慮した検討です。"]
[null,null,"「Input③その他の荷重入力」で入力した追加荷重は別途（※）印の追加荷重で入力してください。"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数",{"$f":"MATCH(AI38,$A$14:$A$32,0)","v":3},"ℓ\n（計算）","ℓ\n（採用値）",{"$f":"MATCH(AL38,$A$14:$A$32,0)","v":8},{"$f":"MATCH(AM38,$A$14:$A$32,0)","v":9},"―","―",{"$f":"MATCH(AP38,$A$14:$A$32,0)","v":5}]
[null,"1）横架材間距離　{ℓ = h * 1000 - HG　又は直接入力}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2）断面二次半径（弱軸）　{ iy = Bc / √(12) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","要否",null,null,"高さ判定","梁せい等","階高","i（弱軸）","柱短辺"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},"ℓ2","=",{"$f":"IF($K39=0,\"\",IF(AL39=\"横架材間\",\"【直接入力】\",DispFormula($AJ39)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI39=FALSE,0,ROUNDUP(AK39,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy2","=",{"$f":"IF($AB39=0,\"\",DispFormula($AO39))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI39=FALSE,0,ROUNDDOWN(AO39,2))","v":30.31},null,"(mm)",null,null,null,1,{"$f":"HLOOKUP($AH39,List_柱,AI$37,FALSE)","v":true},{"$f":"$AN39*1000-$AM39","v":2895},{"$f":"IF(AL39=\"横架材間\",AM39,AJ39)","v":2895},{"$f":"HLOOKUP($AH39,List_柱,AL$37,FALSE)","v":"梁せい"},105,{"$f":"$AL$23","v":3},{"$f":"$AP39/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH39,List_柱,AP$37,FALSE)","v":105}]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},"ℓ1","=",{"$f":"IF($K40=0,\"\",IF(AL40=\"横架材間\",\"【直接入力】\",DispFormula($AJ40)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI40=FALSE,0,ROUNDUP(AK40,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB40=0,\"\",DispFormula($AO40))","v":"120/√(12)"},null,null,null,"=",{"$f":"IF(AI40=FALSE,0,ROUNDDOWN(AO40,2))","v":34.64},null,"(mm)",null,null,null,2,{"$f":"HLOOKUP($AH40,List_柱,AI$37,FALSE)","v":true},{"$f":"$AN40*1000-$AM40","v":2895},{"$f":"IF(AL40=\"横架材間\",AM40,AJ40)","v":2895},"梁せい",105,{"$f":"$AL$24","v":3},{"$f":"$AP40/SQRT(12)","v":34.641016151377549},{"$f":"HLOOKUP($AH40,List_柱,AP$37,FALSE)","v":120}]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},"ℓ2","=","3.000*1000-105",null,null,null,"=",{"$f":"IF(AI41=FALSE,0,ROUNDUP(AK41,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy2","=",{"$f":"IF($AB41=0,\"\",DispFormula($AO41))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI41=FALSE,0,ROUNDDOWN(AO41,2))","v":30.31},null,"(mm)",null,null,null,3,{"$f":"HLOOKUP($AH41,List_柱,AI$37,FALSE)","v":true},{"$f":"$AN41*1000-$AM41","v":2895},{"$f":"IF(AL41=\"横架材間\",AM41,AJ41)","v":2895},"梁せい",105,{"$f":"$AL$23","v":3},{"$f":"$AP41/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH41,List_柱,AP$37,FALSE)","v":105}]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},"ℓ1","=","3.000*1000-105",null,null,null,"=",{"$f":"IF(AI42=FALSE,0,ROUNDUP(AK42,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB42=0,\"\",DispFormula($AO42))","v":"120/√(12)"},null,null,null,"=",{"$f":"IF(AI42=FALSE,0,ROUNDDOWN(AO42,2))","v":34.64},null,"(mm)",null,null,null,4,{"$f":"HLOOKUP($AH42,List_柱,AI$37,FALSE)","v":true},{"$f":"$AN42*1000-$AM42","v":2895},{"$f":"IF(AL42=\"横架材間\",AM42,AJ42)","v":2895},"梁せい",105,{"$f":"$AL$24","v":3},{"$f":"$AP42/SQRT(12)","v":34.641016151377549},{"$f":"HLOOKUP($AH42,List_柱,AP$37,FALSE)","v":120}]
[]
[null,"3）有効細長比　{λ = ℓ / iy }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4）有効細長比による必要最小径　{ dse = √(12)*ℓ / 150 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"細長比","必要径"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},"λ2","=",{"$f":"IF($J45=0,\"\",DispFormula($AI45))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI45,2),0)","v":95.52000000000001},null,{"$f":"IF(J45<=M45,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J45=0,\"\",IF(J45<=M45,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse2","=",{"$f":"IF($AB45=0,\"\",DispFormula($AJ45))","v":"√(12)*2895/150"},null,null,null,"=",{"$f":"ROUNDUP(AJ45,0)","v":67},null,"(mm)",null,null,null,null,{"$f":"K39/AB39","v":95.513032002639392},{"$f":"SQRT(12)*$K39/150","v":66.857161172158655}]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},"λ1","=",{"$f":"IF($J46=0,\"\",DispFormula($AI46))","v":"2895/34.64"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI46,2),0)","v":83.58},null,{"$f":"IF(J46<=M46,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J46=0,\"\",IF(J46<=M46,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=",{"$f":"IF($AB46=0,\"\",DispFormula($AJ46))","v":"√(12)*2895/150"},null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K40/AB40","v":83.573903002309464},{"$f":"SQRT(12)*$K40/150","v":66.857161172158655}]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},"λ2","=",{"$f":"IF($J47=0,\"\",DispFormula($AI47))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI47,2),0)","v":95.52000000000001},null,{"$f":"IF(J47<=M47,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J47=0,\"\",IF(J47<=M47,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse2","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K41/AB41","v":95.513032002639392},{"$f":"SQRT(12)*$K41/150","v":66.857161172158655}]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},"λ1","=",{"$f":"IF($J48=0,\"\",DispFormula($AI48))","v":"2895/34.64"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI48,2),0)","v":83.58},null,{"$f":"IF(J48<=M48,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J48=0,\"\",IF(J48<=M48,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K42/AB42","v":83.573903002309464},{"$f":"SQRT(12)*$K42/150","v":66.857161172158655},null,null,null,{"$f":"MATCH(AN49,$A$14:$A$32,0)","v":7}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","（A）","（B）","（C）","λ","Fc",null,null,"算定式"]
[null,"5）座屈の許容応力度の算定",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(λ≦30)","(30＜λ≦100)","(100＜λ)",null,null,null,"(λ≦30)","1.1/3*Fc"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},{"$f":"IF(AB51=0,\"\",IF(AI51=\"A\",$AJ$50,IF(AI51=\"B\",$AK$50,$AL$50)))","v":"(30＜λ≦100)"},null,null,null,"Fk2","=",{"$f":"IF(AB51=0,\"\",IF(AI51=\"A\",$AQ$50,IF(AI51=\"B\",$AQ$51,$AQ$52)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB51=0,\"\",IF($AI51=\"A\",DispFormula($AJ51),IF($AI51=\"B\",DispFormula($AK51),DispFormula($AL51))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI39=FALSE,0,ROUNDDOWN(IF($AI51=\"A\",$AJ51,IF($AI51=\"B\",$AK51,$AL51)),2))","v":2.23},null,"(N/mm2)",null,null,null,1,{"$f":"IF(AM51<=30,\"A\",IF(AM51<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN51","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM51)*$AN51","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM51^2)*$AN51","v":2.1339160206392087},{"$f":"$J45","v":95.52000000000001},{"$f":"HLOOKUP($AH51,List_柱,AN$48,FALSE)","v":17.7},null,"(30＜λ≦100)","1.1/3*(1.3-0.01*λ)*Fc"]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},{"$f":"IF(AB52=0,\"\",IF(AI52=\"A\",$AJ$50,IF(AI52=\"B\",$AK$50,$AL$50)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB52=0,\"\",IF(AI52=\"A\",$AQ$50,IF(AI52=\"B\",$AQ$51,$AQ$52)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB52=0,\"\",IF($AI52=\"A\",DispFormula($AJ52),IF($AI52=\"B\",DispFormula($AK52),DispFormula($AL52))))","v":"1.1/3*(1.3-0.01*83.58)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI40=FALSE,0,ROUNDDOWN(IF($AI52=\"A\",$AJ52,IF($AI52=\"B\",$AK52,$AL52)),2))","v":3.01},null,"(N/mm2)",null,null,null,2,{"$f":"IF(AM52<=30,\"A\",IF(AM52<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN52","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM52)*$AN52","v":3.0126580000000005},{"$f":"1.1/3*3000/($AM52^2)*$AN52","v":2.7871556187940696},{"$f":"$J46","v":83.58},{"$f":"HLOOKUP($AH52,List_柱,AN$48,FALSE)","v":17.7},null,"(100＜λ)","1.1/3*3000/(λ^2)*Fc"]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},{"$f":"IF(AB53=0,\"\",IF(AI53=\"A\",$AJ$50,IF(AI53=\"B\",$AK$50,$AL$50)))","v":"(30＜λ≦100)"},null,null,null,"Fk2","=",{"$f":"IF(AB53=0,\"\",IF(AI53=\"A\",$AQ$50,IF(AI53=\"B\",$AQ$51,$AQ$52)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB53=0,\"\",IF($AI53=\"A\",DispFormula($AJ53),IF($AI53=\"B\",DispFormula($AK53),DispFormula($AL53))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI41=FALSE,0,ROUNDDOWN(IF($AI53=\"A\",$AJ53,IF($AI53=\"B\",$AK53,$AL53)),2))","v":2.23},null,"(N/mm2)",null,null,null,3,"B",{"$f":"1.1/3*$AN53","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM53)*$AN53","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM53^2)*$AN53","v":2.1339160206392087},{"$f":"$J47","v":95.52000000000001},{"$f":"HLOOKUP($AH53,List_柱,AN$48,FALSE)","v":17.7}]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},{"$f":"IF(AB54=0,\"\",IF(AI54=\"A\",$AJ$50,IF(AI54=\"B\",$AK$50,$AL$50)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB54=0,\"\",IF(AI54=\"A\",$AQ$50,IF(AI54=\"B\",$AQ$51,$AQ$52)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB54=0,\"\",IF($AI54=\"A\",DispFormula($AJ54),IF($AI54=\"B\",DispFormula($AK54),DispFormula($AL54))))","v":"1.1/3*(1.3-0.01*83.58)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI42=FALSE,0,ROUNDDOWN(IF($AI54=\"A\",$AJ54,IF($AI54=\"B\",$AK54,$AL54)),2))","v":3.01},null,"(N/mm2)",null,null,null,4,{"$f":"IF(AM54<=30,\"A\",IF(AM54<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN54","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM54)*$AN54","v":3.0126580000000005},{"$f":"1.1/3*3000/($AM54^2)*$AN54","v":2.7871556187940696},{"$f":"$J48","v":83.58},{"$f":"HLOOKUP($AH54,List_柱,AN$48,FALSE)","v":17.7}]
[]
[]
[null,"6）等分布荷重による柱の軸力（屋根、2階床、内壁、追加等分布荷重を考慮）"]
[null,"【算定式】",null,null,"NW2 = {(W2-4+ω8/2+ωC2)*Ae2}/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MATCH(AJ59,$A$14:$A$32,0)","v":14},{"$f":"MATCH(AK59,$A$14:$A$32,0)","v":15},{"$f":"MATCH(AL59,$A$14:$A$32,0)","v":16},{"$f":"MATCH(AM59,$A$14:$A$32,0)","v":17}]
[null,null,null,null,"NW1 = {(W2-4+ω8+ωC2)*Ae2+(W2-5+ω8/2+ωC1)*Ae1}/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","Wc","2階Ae","1階Ae","R階ω","2階ω"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},"NW2","=",{"$f":"IF($W60=0,\"\",DispFormula($AI60))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI39=FALSE,0,ROUNDUP(AI60,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,1,{"$f":"($AL$18+$AL$17/2+$AL60)*$AJ60/1000","v":6.2149999999999999},{"$f":"HLOOKUP($AH60,List_柱,AJ$58,FALSE)","v":5}," ",0," "]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},"NW1","=",{"$f":"IF($W61=0,\"\",DispFormula($AI61))","v":"((1068 +350 +0)*5.00+(1950 +350 /2+0)*5.00)/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI40=FALSE,0,ROUNDUP(AI61,2))","v":17.720000000000002},null,"(kN)",null,null,null,null,null,null,null,null,2,{"$f":"(($AL$18+$AL$17+$AL61)*AJ61+($AL$19+$AL$17/2+$AM61)*$AK61)/1000","v":17.715},5,5,0,0]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},"NW2","=",{"$f":"IF($W62=0,\"\",DispFormula($AI62))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI41=FALSE,0,ROUNDUP(AI62,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,3,{"$f":"($AL$18+$AL$17/2+$AL62)*$AJ62/1000","v":6.2149999999999999},5," ",0," "]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},"NW1","=",{"$f":"IF($W63=0,\"\",DispFormula($AI63))","v":"((1068 +350 +0)*5.00+(1950 +350 /2+0)*5.00)/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI42=FALSE,0,ROUNDUP(AI63,2))","v":17.720000000000002},null,"(kN)",null,null,null,null,null,null,null,null,4,{"$f":"(($AL$18+$AL$17+$AL63)*AJ63+($AL$19+$AL$17/2+$AM63)*$AK63)/1000","v":17.715},5,5,0,0]
[]
[]
[null,"7）外壁・追加集中荷重による柱の軸力"]
[null,"【算定式】",null,null,"NP2 = (ωO1*HO*LO2+ωO2*h2/2*LO2)/1000+Pc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【座屈検討時の係数】",null,null,null,null,null,null,null,"行数","―","―","―",{"$f":"MATCH(AL68,$A$14:$A$32,0)","v":10},11,12,13,18,7]
[null,null,null,null,"NP1 = {ωO1*HO*LO2+ωO2*(h2*LO2+h1/2*LO1)}/1000+Pc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"γ=(NP+NW)*1000/(1.1/3*Fc)",null,null,null,null,null,null,null,null,"No","Pc","係数","階高","軒算定","軒上","2階Lo","1階Lo","追加Pc","Fc"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},"NP2","=",{"$f":"IF($W69=0,\"【該当無し】\",DispFormula($AI69))","v":"(720 *1.500*1.82+692 *3.000/2*1.82)/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI39=FALSE,0,ROUNDUP($AI69,2))","v":3.86},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI39=FALSE,0,ROUND($AJ69,0)),\"\")","v":1553},null,"）",null,null,null,1,{"$f":"($AL$20*AM69*$AN69+$AL$21*$AK69/2*$AN69)/1000+$AP69","v":3.8547600000000002},{"$f":"($W69+$W60)*1000/(1.1/3*$AQ69)","v":1553.1587057010786},{"$f":"AN39","v":3},{"$f":"HLOOKUP($AH69,List_柱,AL$67,FALSE)","v":"自動計算"},{"$f":"IF($AL69=\"直接入力\",HLOOKUP($AH69,List_柱,AM$67,FALSE),$AL$22)","v":1.5},{"$f":"HLOOKUP($AH69,List_柱,AN$67,FALSE)","v":1.82}," ",0,17.7]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},"NP1","=",{"$f":"IF($W70=0,\"【該当無し】\",DispFormula($AI70))","v":"(720 *1.500*1.82+692 *(3.000*1.82+3.000/2*1.82))/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI40=FALSE,0,ROUNDUP($AI70,2))","v":7.64},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI40=FALSE,0,ROUND($AJ70,0)),\"\")","v":3908},null,"）",null,null,null,2,{"$f":"($AL$20*$AM70*$AN70+$AL$21*(AK69*$AN70+$AK70/2*$AO70))/1000+$AP70","v":7.6330799999999996},{"$f":"($W70+$W61)*1000/(1.1/3*$AQ70)","v":3907.5500770416029},{"$f":"AN40","v":3},"自動計算",{"$f":"IF($AL70=\"直接入力\",HLOOKUP($AH70,List_柱,AM$67,FALSE),$AL$22)","v":1.5},1.82,1.82,0,17.7]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},"NP2","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI41=FALSE,0,ROUNDUP($AI71,2))","v":0},null,"(kN)",null,"（",958,null,"）",null,null,null,3,{"$f":"($AL$20*AM71*$AN71+$AL$21*$AK71/2*$AN71)/1000+$AP71","v":0},{"$f":"($W71+$W62)*1000/(1.1/3*$AQ71)","v":958.39753466872105},{"$f":"AN41","v":3},"直接入力",{"$f":"IF($AL71=\"直接入力\",HLOOKUP($AH71,List_柱,AM$67,FALSE),$AL$22)","v":0},0," ",0,17.7]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},"NP1","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI42=FALSE,0,ROUNDUP($AI72,2))","v":0},null,"(kN)",null,"（",2730,null,"）",null,null,null,4,{"$f":"($AL$20*$AM72*$AN72+$AL$21*(AK71*$AN72+$AK72/2*$AO72))/1000+$AP72","v":0},{"$f":"($W72+$W63)*1000/(1.1/3*$AQ72)","v":2730.3543913713411},{"$f":"AN42","v":3},"直接入力",{"$f":"IF($AL72=\"直接入力\",HLOOKUP($AH72,List_柱,AM$67,FALSE),$AL$22)","v":0},0,0,0,17.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―",{"$f":"MATCH(AJ74,$A$14:$A$32,0)","v":19}]
[null,"8）柱の応力度　{ σc = (NP+NW)*1000 )/ (Ac*100) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【許容座屈応力度】",null,null,null,null,"【検定比】",null,null,null,null,null,null,"No","σ","柱断面"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},"σC2","=",{"$f":"IF($P75=0,\"\",DispFormula($AI75))","v":"(3.86+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI75,2),0)","v":0.92},null,"(N/mm2)",null,null,{"$f":"IF(P75<=V75,\"≦\",\">\")","v":"≦"},{"$f":"$AB51","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P75/V75,2),\"\")","v":0.42},null,"）",{"$f":"IF(P75=0,\"\",IF(P75<=V75,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,1,{"$f":"($W69+W60)*1000/($AJ75*100)","v":0.91428571428571426},{"$f":"HLOOKUP($AH75,List_柱,AJ$73,FALSE)","v":110.25}]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},"σC1","=",{"$f":"IF($P76=0,\"\",DispFormula($AI76))","v":"(7.64+17.72)*1000/(144.00*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI76,2),0)","v":1.77},null,"(N/mm2)",null,null,{"$f":"IF(P76<=V76,\"≦\",\">\")","v":"≦"},{"$f":"$AB52","v":3.01},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P76/V76,2),\"\")","v":0.59},null,"）",{"$f":"IF(P76=0,\"\",IF(P76<=V76,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,2,{"$f":"($W70+W61)*1000/($AJ76*100)","v":1.7611111111111113},{"$f":"HLOOKUP($AH76,List_柱,AJ$73,FALSE)","v":144}]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},"σC2","=",{"$f":"IF($P77=0,\"\",DispFormula($AI77))","v":"(0.00+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI77,2),0)","v":0.57000000000000006},null,"(N/mm2)",null,null,{"$f":"IF(P77<=V77,\"≦\",\">\")","v":"≦"},{"$f":"$AB53","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P77/V77,2),\"\")","v":0.26},null,"）",{"$f":"IF(P77=0,\"\",IF(P77<=V77,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,3,{"$f":"($W71+W62)*1000/($AJ77*100)","v":0.56417233560090707},{"$f":"HLOOKUP($AH77,List_柱,AJ$73,FALSE)","v":110.25}]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},"σC1","=",{"$f":"IF($P78=0,\"\",DispFormula($AI78))","v":"(0.00+17.72)*1000/(144.00*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI78,2),0)","v":1.24},null,"(N/mm2)",null,null,{"$f":"IF(P78<=V78,\"≦\",\">\")","v":"≦"},{"$f":"$AB54","v":3.01},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P78/V78,2),\"\")","v":0.42},null,"）",{"$f":"IF(P78=0,\"\",IF(P78<=V78,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,4,{"$f":"($W72+W63)*1000/($AJ78*100)","v":1.2305555555555558},{"$f":"HLOOKUP($AH78,List_柱,AJ$73,FALSE)","v":144}]
[]
[null,"9）柱の応力度による必要最小径"]
[null,"【算定式】",null,"(100＜λ')",null,null,null,null,"dbe","=","{12*ℓ2/3000*γ}(1/4)",null,null,null,null,null,null,null,null,"※","γは 7) 参照  { γ=(NP+NW)*1000/(1.1/3*Fc)  }"]
[null,null,null,"(30＜λ'≦100)",null,null,null,null,"dbe","=","ℓ/75.05+√{(ℓ/75.05)2+1/1.3*γ}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","必要最小径",null,null,"有効細長比",null,null,"横架材間距離"]
[null,null,null,"(λ'≦30)",null,null,null,null,"dbe","=","√(γ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【有効細長比λ'】",null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ","(λ'≦30)","(30＜λ'≦100)","(100＜λ')"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},{"$f":"IF(W84=0,\"\",IF(AI84=\"A\",$AM$83,IF(AI84=\"B\",$AN$83,$AO$83)))","v":"(100＜λ')"},null,null,null,null,"dbe2","=",{"$f":"IF(W84=0,\"\",IF($AI84=\"A\",DispFormula($AJ84),IF($AI84=\"B\",DispFormula($AK84),DispFormula($AL84))))","v":"((12*2895^2)/3000*1553)^(1/4)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI84=\"A\",$AJ84,IF($AI84=\"B\",$AK84,$AL84)),0),0)","v":85},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP84/W84,0)","v":117.98322559792703},null,"）",null,null,1,{"$f":"IF(AM84<=30,\"A\",IF(AN84<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB69)","v":39.408120990476064},{"$f":"AP84/75.05+SQRT((AP84/75.05)^2+1/1.3*AB69)","v":90.368016598949481},{"$f":"((12*AP84^2)/3000*AB69)^(1/4)","v":84.943890038690682},{"$f":"SQRT(12)*AP84/ROUNDUP(AJ84,0)","v":250.71435439559497},{"$f":"SQRT(12)*AP84/ROUNDUP(AK84,0)","v":110.20411182223954},{"$f":"SQRT(12)*AP84/ROUNDUP(AL84,0)","v":117.98322559792703},{"$f":"$K39","v":2895}]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},{"$f":"IF(W85=0,\"\",IF(AI85=\"A\",$AM$83,IF(AI85=\"B\",$AN$83,$AO$83)))","v":"(30＜λ'≦100)"},null,null,null,null,"dbe1","=","2895/75.05+√((2895/75.05)^2+1/1.3*3908)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI85=\"A\",$AJ85,IF($AI85=\"B\",$AK85,$AL85)),0),0)","v":106},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP85/W85,0)","v":94.609190337960356},null,"）",null,null,2,{"$f":"IF(AM85<=30,\"A\",IF(AN85<=100,\"B\",\"C\"))","v":"B"},{"$f":"SQRT(AB70)","v":62.513998432351137},{"$f":"AP85/75.05+SQRT((AP85/75.05)^2+1/1.3*AB70)","v":105.61255062661553},{"$f":"((12*AP85^2)/3000*AB70)^(1/4)","v":106.98623901220013},{"$f":"SQRT(12)*AP85/ROUNDUP(AJ85,0)","v":159.18371707656823},{"$f":"SQRT(12)*AP85/ROUNDUP(AK85,0)","v":94.609190337960356},{"$f":"SQRT(12)*AP85/ROUNDUP(AL85,0)","v":93.72499229741868},{"$f":"$K40","v":2895}]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},{"$f":"IF(W86=0,\"\",IF(AI86=\"A\",$AM$83,IF(AI86=\"B\",$AN$83,$AO$83)))","v":"(100＜λ')"},null,null,null,null,"dbe2","=","((12*2895^2)/3000*958)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI86=\"A\",$AJ86,IF($AI86=\"B\",$AK86,$AL86)),0),0)","v":76},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP86/W86,0)","v":131.95492336610261},null,"）",null,null,3,{"$f":"IF(AM86<=30,\"A\",IF(AN86<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB71)","v":30.951575081084322},{"$f":"AP86/75.05+SQRT((AP86/75.05)^2+1/1.3*AB71)","v":85.743113014395789},{"$f":"((12*AP86^2)/3000*AB71)^(1/4)","v":75.280181782868752},{"$f":"SQRT(12)*AP86/ROUNDUP(AJ86,0)","v":323.50239276850959},{"$f":"SQRT(12)*AP86/ROUNDUP(AK86,0)","v":116.61132762585812},{"$f":"SQRT(12)*AP86/ROUNDUP(AL86,0)","v":131.95492336610261},{"$f":"$K41","v":2895}]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},{"$f":"IF(W87=0,\"\",IF(AI87=\"A\",$AM$83,IF(AI87=\"B\",$AN$83,$AO$83)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=","((12*2895^2)/3000*2730)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI87=\"A\",$AJ87,IF($AI87=\"B\",$AK87,$AL87)),0),0)","v":98},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP87/W87,0)","v":102.33238954922243},null,"）",null,null,4,{"$f":"IF(AM87<=30,\"A\",IF(AN87<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB72)","v":52.249401910452526},{"$f":"AP87/75.05+SQRT((AP87/75.05)^2+1/1.3*AB72)","v":98.473994757637882},{"$f":"((12*AP87^2)/3000*AB72)^(1/4)","v":97.80925334872957},{"$f":"SQRT(12)*AP87/ROUNDUP(AJ87,0)","v":189.21838067592071},101.29872904872524,{"$f":"SQRT(12)*AP87/ROUNDUP(AL87,0)","v":102.33238954922243},{"$f":"$K42","v":2895}]
[]
[null,"Output② 柱の必要最小径の算定（※正方形断面の場合）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","必要径","λ小径","de/ℓ"]
[null,null,{"$f":"\"2階\"&$K$12","v":"2階外柱"},null,"de2","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI90)","v":"MAX(67,85)"},null,null,null,"=",{"$f":"ROUNDUP(AI90,0)","v":85},null,"(mm)",null,null,null,"de2/ℓ2","=",{"$f":"IFERROR(DispFormula(AK90),\"\")","v":"85/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK90,0),\"\")","v":"1/35"},null,null,null,null,1,{"$f":"MAX(AJ90,W84)","v":85},{"$f":"$AB45","v":67},{"$f":"Q90/K39","v":2.9360967184801381E-2}]
[null,null,{"$f":"\"1階\"&$K$12","v":"1階外柱"},null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI91)","v":"MAX(67,106)"},null,null,null,"=",{"$f":"ROUNDUP(AI91,0)","v":106},null,"(mm)",null,null,null,"de1/ℓ1","=",{"$f":"IFERROR(DispFormula(AK91),\"\")","v":"106/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK91,0),\"\")","v":"1/28"},null,null,null,null,2,{"$f":"MAX(AJ91,W85)","v":106},{"$f":"$AB46","v":67},{"$f":"Q91/K40","v":3.6614853195164075E-2}]
[null,null,{"$f":"\"2階\"&$O$12","v":"2階中柱"},null,"de2","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI92)","v":"MAX(67,76)"},null,null,null,"=",{"$f":"ROUNDUP(AI92,0)","v":76},null,"(mm)",null,null,null,"de2/ℓ2","=","76/2895",null,null,"=","1/39",null,null,null,null,3,{"$f":"MAX(AJ92,W86)","v":76},{"$f":"$AB47","v":67},2.6252158894645942E-2]
[null,null,{"$f":"\"1階\"&$O$12","v":"1階中柱"},null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI93)","v":"MAX(67,98)"},null,null,null,"=",{"$f":"ROUNDUP(AI93,0)","v":98},null,"(mm)",null,null,null,"de1/ℓ1","=","98/2895",null,null,"=","1/30",null,null,null,null,4,{"$f":"MAX(AJ93,W87)","v":98},{"$f":"$AB48","v":67},{"$f":"Q93/K42","v":3.3851468048359243E-2}]
[]
[null,"Output③ 柱の最大負担面積の算定（※2階と1階の柱が同じ負担面積であると仮定したときの最大負担面積を算定します。）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"分布荷重"]
[null,null,null,null,null,"2階柱の等分布荷重：","Σω2",null,"=","W2-4+ω8/2",null,null,null,null,null,"=",{"$f":"IF($Y96=0,\"\",DispFormula($AI96))","v":{"$error":"#REF!"}},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI96,0)","v":{"$error":"#REF!"}},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"#REF!+#REF!/2","v":{"$error":"#REF!"}}]
[null,null,null,null,null,"1階柱の等分布荷重：","Σω1",null,"=","W2-4+W2-5+ω8*(1+1/2)",null,null,null,null,null,"=",{"$f":"IF($Y97=0,\"\",DispFormula($AI97))","v":{"$error":"#REF!"}},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI97,0)","v":{"$error":"#REF!"}},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"#REF!+#REF!+#REF!*(1+1/2)","v":{"$error":"#REF!"}}]
[]
[null,"【算定式】",null,"(100＜λ)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100*3000/λ2-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―","―","―","―","―",7,17,null,null,14,15]
[null,null,null,"(30＜λ≦100)",null,null,null,null,"Ae_max","=","{1.1/3*Fc*Ac*100*(1.3-0.01*λ)-Pc*1000}/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","最大負担面積",null,null,"λ","Fc","柱断面","Pc","Σω","2階ωc","1階ωc","係数（参考）"]
[null,null,null,"(λ≦30)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ",null,null,null,null,null,null,null,"λ≦30","30＜λ≦100","100＜λ"]
[null,null,"2階外柱",{"$f":"IF(AC102=0,\"\",IF($AM102>150,\"【有効細長比NG】\",IF(AI102=\"A\",$AJ$50,IF(AI102=\"B\",$AK$50,$AL$50))))","v":{"$error":"#VALUE!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC102=0,\"\",IF($AI102=\"A\",DispFormula($AJ102),IF($AI102=\"B\",DispFormula($AK102),DispFormula($AL102))))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI39=FALSE,0,ROUNDDOWN(IF($AI102=\"A\",$AJ102,IF($AI102=\"B\",$AK102,$AL102)),3))","v":{"$error":"#VALUE!"}},null,"(㎡)",null,null,1,{"$f":"IF(AM102<=30,\"A\",IF(AM102<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN102*$AO102*100-AP102*1000)/($AQ102+AR102)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN102*$AO102*100*(1.3-0.01*$AM102)-$AP102*1000)/($AQ102+AR102)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN102*$AO102*100*3000/($AM102^2)-$AP102*1000)/($AQ102+AR102)","v":{"$error":"#VALUE!"}},{"$f":"$J45","v":95.52000000000001},{"$f":"HLOOKUP($AH102,List_柱,AN$99,FALSE)","v":17.7}," ",{"$f":"$W69","v":3.86},{"$f":"$Y$96","v":{"$error":"#REF!"}},{"$f":"HLOOKUP($AH102,List_柱,AR$99,FALSE)","v":5}," ",{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM102)","v":0.34479999999999988},{"$f":"3000/($AM102^2)","v":0.32880061951297518}]
[null,null,"1階外柱",{"$f":"IF(AC103=0,\"\",IF($AM103>150,\"【有効細長比NG】\",IF(AI103=\"A\",$AJ$50,IF(AI103=\"B\",$AK$50,$AL$50))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC103=0,\"\",IF($AI103=\"A\",DispFormula($AJ103),IF($AI103=\"B\",DispFormula($AK103),DispFormula($AL103))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI40=FALSE,0,ROUNDDOWN(IF($AI103=\"A\",$AJ103,IF($AI103=\"B\",$AK103,$AL103)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,2,{"$f":"IF(AM103<=30,\"A\",IF(AM103<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN103*$AO103*100-AP103*1000)/($AQ103+AR103+AS103)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN103*$AO103*100*(1.3-0.01*$AM103)-$AP103*1000)/($AQ103+AR103+AS103)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN103*$AO103*100*3000/($AM103^2)-$AP103*1000)/($AQ103+AR103+AS103)","v":{"$error":"#REF!"}},{"$f":"$J46","v":83.58},17.7,0,{"$f":"$W70","v":7.64},{"$f":"$Y$97","v":{"$error":"#REF!"}},5,5,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM103)","v":0.46420000000000006},{"$f":"3000/($AM103^2)","v":0.42945387038429422}]
[null,null,"2階中柱",{"$f":"IF(AC104=0,\"\",IF($AM104>150,\"【有効細長比NG】\",IF(AI104=\"A\",$AJ$50,IF(AI104=\"B\",$AK$50,$AL$50))))","v":{"$error":"#VALUE!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC104=0,\"\",IF($AI104=\"A\",DispFormula($AJ104),IF($AI104=\"B\",DispFormula($AK104),DispFormula($AL104))))","v":{"$error":"#VALUE!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI41=FALSE,0,ROUNDDOWN(IF($AI104=\"A\",$AJ104,IF($AI104=\"B\",$AK104,$AL104)),3))","v":{"$error":"#VALUE!"}},null,"(㎡)",null,null,3,{"$f":"IF(AM104<=30,\"A\",IF(AM104<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN104*$AO104*100-AP104*1000)/($AQ104+AR104)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN104*$AO104*100*(1.3-0.01*$AM104)-$AP104*1000)/($AQ104+AR104)","v":{"$error":"#VALUE!"}},{"$f":"(1.1/3*$AN104*$AO104*100*3000/($AM104^2)-$AP104*1000)/($AQ104+AR104)","v":{"$error":"#VALUE!"}},{"$f":"$J47","v":95.52000000000001},17.7," ",{"$f":"$W71","v":0},{"$f":"$Y$96","v":{"$error":"#REF!"}},5," ",{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM104)","v":0.34479999999999988},{"$f":"3000/($AM104^2)","v":0.32880061951297518}]
[null,null,"1階中柱",{"$f":"IF(AC105=0,\"\",IF($AM105>150,\"【有効細長比NG】\",IF(AI105=\"A\",$AJ$50,IF(AI105=\"B\",$AK$50,$AL$50))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC105=0,\"\",IF($AI105=\"A\",DispFormula($AJ105),IF($AI105=\"B\",DispFormula($AK105),DispFormula($AL105))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI42=FALSE,0,ROUNDDOWN(IF($AI105=\"A\",$AJ105,IF($AI105=\"B\",$AK105,$AL105)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,4,{"$f":"IF(AM105<=30,\"A\",IF(AM105<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN105*$AO105*100-AP105*1000)/($AQ105+AR105+AS105)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN105*$AO105*100*(1.3-0.01*$AM105)-$AP105*1000)/($AQ105+AR105+AS105)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN105*$AO105*100*3000/($AM105^2)-$AP105*1000)/($AQ105+AR105+AS105)","v":{"$error":"#REF!"}},{"$f":"$J48","v":83.58},17.7,0,{"$f":"$W72","v":0},{"$f":"$Y$97","v":{"$error":"#REF!"}},5,5,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM105)","v":0.46420000000000006},{"$f":"3000/($AM105^2)","v":0.42945387038429422}]
[]
[null,"Output③ 柱の算定結果一覧"]
[]
[null,"No","柱種類",null,"階",null,"柱符号",null,"柱短辺",null,"基準強度",null,"細長比",null,"座屈許容応力度",null,null,"圧縮応力度",null,null,"検定比",null,"判定",null,"必要最小径"]
[null,null,null,null,null,null,null,null,"Bc",null,"Fc",null,"λ",null,"Fk",null,null,"σC",null,null,null,null,null,null,"dse",null,"dbe",null,"de",null,null,null,null,"行数",{"$f":"MATCH(AI111,$A$14:$A$32,0)","v":3},{"$f":"MATCH(AJ111,$A$14:$A$32,0)","v":4},{"$f":"MATCH(AK111,$A$14:$A$32,0)","v":5},{"$f":"MATCH(AL111,$A$14:$A$32,0)","v":7}]
[null,null,null,null,null,null,null,null,"(mm)",null,"(N/mm2)",null,"(―)",null,"(N/mm2)",null,null,"(N/mm2)",null,null,null,null,null,null,"(mm)",null,"(mm)",null,"(mm)",null,null,null,null,"No","要否","符号","柱短辺","Fc"]
[null,{"$f":"AH112","v":1},{"$f":"$K$12","v":"外柱"},null,"2階",null,{"$f":"IF($AI112=TRUE,AJ112,\"―\")","v":"C2o"},null,{"$f":"IF($AI112=TRUE,AK112,\"―\")","v":105},null,{"$f":"IF($AI112=TRUE,AL112,\"―\")","v":17.7},null,{"$f":"IF($AI112=TRUE,J45,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI112=TRUE,AB51,\"―\")","v":2.23},null,null,{"$f":"IF($AI112=TRUE,P75,\"―\")","v":0.92},null,null,{"$f":"IF($AI112=TRUE,AA75,\"―\")","v":0.42},null,{"$f":"IF($AI112=TRUE,IF(AND(R112>0,O112>=R112,M112<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI112=TRUE,AB45,\"―\")","v":67},null,{"$f":"IF($AI112=TRUE,W84,\"―\")","v":85},null,{"$f":"IF($AI112=TRUE,Q90,\"―\")","v":85},null,null,null,null,1,{"$f":"HLOOKUP($AH112,List_柱,AI$110,FALSE)","v":true},"C2o",105,17.7]
[null,{"$f":"AH113","v":2},{"$f":"$K$12","v":"外柱"},null,"1階",null,{"$f":"IF($AI113=TRUE,AJ113,\"―\")","v":"C1o"},null,{"$f":"IF($AI113=TRUE,AK113,\"―\")","v":120},null,{"$f":"IF($AI113=TRUE,AL113,\"―\")","v":17.7},null,{"$f":"IF($AI113=TRUE,J46,\"―\")","v":83.58},null,{"$f":"IF($AI113=TRUE,AB52,\"―\")","v":3.01},null,null,{"$f":"IF($AI113=TRUE,P76,\"―\")","v":1.77},null,null,{"$f":"IF($AI113=TRUE,AA76,\"―\")","v":0.59},null,{"$f":"IF($AI113=TRUE,IF(AND(R113>0,O113>=R113,M113<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI113=TRUE,AB46,\"―\")","v":67},null,{"$f":"IF($AI113=TRUE,W85,\"―\")","v":106},null,{"$f":"IF($AI113=TRUE,Q91,\"―\")","v":106},null,null,null,null,2,true,"C1o",120,17.7]
[null,{"$f":"AH114","v":3},{"$f":"$O$12","v":"中柱"},null,"2階",null,{"$f":"IF($AI114=TRUE,AJ114,\"―\")","v":"C2i"},null,{"$f":"IF($AI114=TRUE,AK114,\"―\")","v":105},null,{"$f":"IF($AI114=TRUE,AL114,\"―\")","v":17.7},null,{"$f":"IF($AI114=TRUE,J47,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI114=TRUE,AB53,\"―\")","v":2.23},null,null,{"$f":"IF($AI114=TRUE,P77,\"―\")","v":0.57000000000000006},null,null,{"$f":"IF($AI114=TRUE,AA77,\"―\")","v":0.26},null,"【OK】",null,{"$f":"IF($AI114=TRUE,AB47,\"―\")","v":67},null,{"$f":"IF($AI114=TRUE,W86,\"―\")","v":76},null,{"$f":"IF($AI114=TRUE,Q92,\"―\")","v":76},null,null,null,null,3,true,"C2i",105,17.7]
[null,{"$f":"AH115","v":4},{"$f":"$O$12","v":"中柱"},null,"1階",null,{"$f":"IF($AI115=TRUE,AJ115,\"―\")","v":"C1i"},null,{"$f":"IF($AI115=TRUE,AK115,\"―\")","v":120},null,{"$f":"IF($AI115=TRUE,AL115,\"―\")","v":17.7},null,{"$f":"IF($AI115=TRUE,J48,\"―\")","v":83.58},null,{"$f":"IF($AI115=TRUE,AB54,\"―\")","v":3.01},null,null,{"$f":"IF($AI115=TRUE,P78,\"―\")","v":1.24},null,null,{"$f":"IF($AI115=TRUE,AA78,\"―\")","v":0.42},null,"【OK】",null,{"$f":"IF($AI115=TRUE,AB48,\"―\")","v":67},null,{"$f":"IF($AI115=TRUE,W87,\"―\")","v":98},null,{"$f":"IF($AI115=TRUE,Q93,\"―\")","v":98},null,null,null,null,4,true,"C1i",120,17.7]
[]
[]
[null,"（参考）柱の小径の算定【H12国交告第1349号第1第1項 】",null,null,null,null,null,null,null,null,null,null,null,null,"de = (0.027 + 22.5・Wd／ℓ2)・ℓ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"生値"]
[null,null,"2階柱",null,"de2","=",{"$f":"DispFormula(AI119)","v":"(0.027+22.5*3.86/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI119,1)","v":78.199999999999989},null,"(mm)",null,null,"≦",{"$f":"$AP$39","v":105},null,{"$f":"IF(P119<=V119,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W69/K39^2)*K39","v":78.195000000000007}]
[null,null,"1階柱",null,"de1","=",{"$f":"DispFormula(AI120)","v":"(0.027+22.5*7.64/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI120,1)","v":78.3},null,"(mm)",null,null,"≦",{"$f":"$AP$40","v":120},null,{"$f":"IF(P120<=V120,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W70/K41^2)*K41","v":78.22437823834197}]

{"sheet":"壁量計算 (平屋)","index":2,"n_rows":208,"n_cols":48,"rows_kept":208,"cut":false,"hidden":false,"merged":[[178,28,178,29],[179,28,179,29],[180,28,180,29],[7,1,8,30],[10,6,10,7],[10,9,10,11],[10,12,10,18],[10,21,10,23],[10,24,10,30],[20,8,20,10],[20,11,20,12],[20,1,20,3],[19,15,19,16],[19,18,20,30],[24,14,24,30],[18,1,18,6],[18,8,18,10],[18,11,18,12],[23,14,23,30],[32,1,32,6],[32,8,32,10],[23,1,23,6],[23,8,23,10],[23,11,23,12],[21,1,21,3],[32,13,32,20],[21,11,21,12],[1,28,1,30],[2,28,2,30],[13,34,13,38],[17,1,17,7],[17,8,17,10],[17,11,17,12],[17,15,17,16],[17,22,17,23],[14,36,14,38],[15,34,22,34],[19,1,19,6],[19,8,19,10],[19,11,19,12],[21,8,21,10],[27,1,27,6],[27,8,27,10],[27,11,27,12],[23,34,31,34],[31,8,31,10],[31,11,31,12],[31,13,31,20],[25,14,25,30],[26,1,26,6],[33,21,33,22],[26,8,26,10],[33,11,33,12],[33,13,33,20],[27,14,28,30],[32,11,32,12],[26,11,26,12],[26,14,26,30],[22,1,22,3],[22,8,22,10],[22,11,22,12],[38,8,38,10],[38,11,38,12],[24,1,24,6],[24,8,24,10],[24,11,24,12],[25,1,25,6],[25,8,25,10],[25,11,25,12],[32,21,32,22],[28,1,28,6],[28,8,28,10],[28,11,28,12],[29,24,33,30],[31,1,31,7],[34,1,34,6],[34,8,34,10],[34,11,34,12],[34,14,34,30],[31,21,31,22],[33,1,33,6],[33,8,33,10],[35,1,35,6],[35,8,35,10],[35,11,35,12],[35,14,35,30],[42,1,42,7],[42,8,42,10],[42,11,42,12],[42,13,42,15],[42,16,42,17],[39,1,39,6],[39,8,39,10],[39,11,39,12],[36,1,36,6],[36,8,36,10],[36,11,36,12],[36,14,36,30],[37,1,38,6],[37,7,38,7],[37,8,37,12],[37,14,37,30],[44,19,44,30],[44,1,44,5],[44,6,44,7],[44,8,44,10],[44,11,44,12],[44,13,44,15],[44,16,44,17],[43,1,43,6],[43,8,43,12],[43,13,43,15],[43,16,43,17],[46,18,46,30],[47,1,47,5],[47,6,47,7],[47,8,47,10],[47,11,47,12],[47,13,47,15],[47,16,47,17],[47,18,47,30],[46,1,46,7],[46,8,46,10],[46,11,46,12],[46,13,46,15],[46,16,46,17],[63,2,63,5],[64,22,64,23],[65,38,65,39],[57,35,57,36],[57,37,58,37],[52,13,52,14],[57,34,58,34],[48,1,48,6],[48,8,48,10],[48,11,48,12],[48,13,48,17],[48,18,48,30],[52,28,52,29],[55,16,55,17],[63,22,63,23],[72,3,72,6],[72,7,72,8],[72,28,72,29],[67,2,67,5],[67,22,67,23],[69,1,69,30],[71,3,71,6],[71,7,71,8],[71,28,71,29],[83,7,83,8],[83,28,83,29],[81,3,81,6],[81,7,81,8],[81,28,81,29],[82,3,82,6],[82,7,82,8],[82,28,82,29],[75,7,75,8],[75,28,75,29],[77,28,77,31],[78,7,78,8],[78,24,78,25],[78,29,78,30],[91,13,91,14],[91,18,91,19],[91,24,91,25],[91,28,91,29],[94,1,94,30],[96,34,96,35],[90,24,90,25],[90,28,90,29],[86,3,86,4],[86,28,86,29],[89,28,89,29],[89,5,89,6],[97,2,97,6],[97,7,97,11],[97,12,97,16],[97,17,97,20],[98,2,98,6],[98,7,98,11],[98,12,98,16],[98,17,98,18],[98,19,98,20],[100,2,100,6],[100,7,100,11],[100,12,100,16],[100,17,100,18],[100,19,100,20],[100,21,100,29],[98,21,98,29],[99,2,99,6],[99,7,99,11],[99,12,99,16],[99,17,99,18],[99,19,99,20],[99,21,99,29],[106,1,106,6],[106,8,106,9],[106,10,106,11],[106,12,106,13],[106,14,106,15],[106,16,106,17],[103,18,105,18],[103,19,105,30],[104,1,105,7],[104,8,105,9],[104,10,104,13],[104,14,104,17],[105,10,105,11],[105,12,105,13],[105,14,105,15],[105,16,105,17],[107,1,108,6],[107,8,108,9],[107,10,107,11],[107,12,107,13],[107,14,107,15],[107,16,107,17],[108,10,108,11],[108,12,108,13],[108,14,108,15],[108,16,108,17],[112,16,112,17],[111,35,111,36],[111,1,111,6],[111,8,111,9],[111,10,111,11],[111,12,111,13],[111,14,111,15],[111,16,111,17],[109,35,109,36],[110,1,110,6],[110,8,110,9],[110,10,110,11],[110,12,110,13],[110,14,110,15],[110,16,110,17],[110,35,110,36],[109,1,109,6],[109,8,109,9],[109,10,109,11],[109,12,109,13],[109,14,109,15],[109,16,109,17],[114,35,114,36],[115,1,116,6],[115,7,116,7],[115,8,116,9],[115,10,115,11],[115,12,115,13],[115,14,115,15],[112,35,112,36],[114,10,114,11],[114,12,114,13],[114,14,114,15],[114,16,114,17],[113,35,113,36],[113,1,114,7],[113,8,114,9],[113,10,113,11],[113,12,113,13],[113,14,113,15],[113,16,113,17],[112,1,112,6],[112,8,112,9],[112,10,112,11],[112,12,112,13],[112,14,112,15],[117,1,117,6],[117,8,117,9],[117,10,117,11],[117,12,117,13],[117,14,117,15],[117,16,117,17],[115,16,115,17],[115,18,116,18],[116,10,116,11],[116,12,116,13],[116,14,116,15],[116,16,116,17],[119,19,119,30],[119,1,119,6],[119,8,119,9],[119,10,119,11],[119,12,119,13],[119,14,119,15],[119,16,119,17],[118,19,118,30],[118,1,118,6],[118,8,118,9],[118,10,118,11],[118,12,118,13],[118,14,118,15],[118,16,118,17],[122,10,122,11],[122,12,122,13],[122,14,122,15],[122,16,122,17],[124,0,124,1],[126,35,127,35],[120,19,120,30],[120,35,120,38],[121,1,121,6],[121,8,121,9],[121,10,121,11],[121,12,121,13],[121,14,121,15],[121,16,121,17],[121,35,121,38],[120,1,120,6],[120,8,120,9],[120,10,120,11],[120,12,120,13],[120,14,120,15],[120,16,120,17],[122,19,124,30],[130,10,130,11],[130,12,130,13],[130,27,130,28],[130,29,130,30],[131,10,131,11],[131,12,131,13],[131,27,131,28],[131,29,131,30],[126,36,127,36],[128,10,128,11],[128,12,128,13],[128,27,128,28],[128,29,128,30],[129,10,129,11],[129,12,129,13],[129,27,129,28],[129,29,129,30],[134,9,134,10],[134,12,134,13],[134,14,134,15],[134,27,134,28],[134,29,134,30],[135,9,135,10],[135,12,135,13],[135,14,135,1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[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"更新日：",{"$f":"'壁量計算（2F）'!AC2","v":"2025-12-08"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"version：",{"$f":"'壁量計算（2F）'!AC3","v":1}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"（大阪府内建築行政連絡協議会）"]
[null,null,null,null,null,"壁量等手計算支援ツール（大連協版）（平屋Ver）"]
[]
[]
[null,"この表計算ツールの計算内容及び計算結果については、設計者として問題ないことを確認しており、自己の責任において使用することに同意します。"]
[]
[]
[null,null,null,null,null,null,null,null,null,"建築士番号",null,null,null,null,null,null,null,null,null,null,null,"設計者氏名"]
[]
[]
[null,"1.基本条件の入力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"荷重リスト"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"分類","No","仕様名"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"屋根",1,{"$f":"IFERROR(VLOOKUP(AJ16,荷重リスト,2,FALSE),\"\")","v":"【標準】\n瓦屋根（ふき土無）"}]
[null,"Input➀基本条件",null,null,null,null,null,null,null,null,null,null,null,null,"【セル着色の凡例】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,2,"【標準】\nスレート屋根"]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,null,null,null,null,"：","入力必須の項目",null,null,null,null,null,"：","案件ごとに適宜入力する項目",null,null,null,null,null,null,null,null,null,3,"【標準】\n金属板ぶき"]
[null,"1階外壁のX方向長さ(合計)",null,null,null,null,null,"LX1",20,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,4,"【45分準耐】\n瓦屋根（ふき土無）"]
[null,"1階外壁のY方向長さ(合計)",null,null,null,null,null,"LY1",20,null,null,"(ｍ)",null,null,null,null,null,"：","空白となっているセルは赤く着色されます。\n数字（0を含む）の入力又はリストの選択を行ってください。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,5,"【45分準耐】\nスレート屋根"]
[null,"最高高さ",null,null,"―","軒高さ",null,"h3",1.5,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,6,"【45分準耐】\n金属板ぶき"]
[null,"軒高さ",null,null,"―","土台天",null,"h1",3,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,7,"【任意仕様1】"]
[null,"土台天",null,null,"―","地盤面",null,"h0",0.5,null,null,"(ｍ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"-","【荷重の直接入力】"]
[null,"1階床面積(重量算定用)",null,null,null,null,null,"AfW1",100,null,null,"(㎡)",null,"←","床面積に算入されないﾎﾟｰﾁ･ｲﾝﾅｰﾊﾞﾙｺﾆｰ、吹抜け等も含めた見上げ面積を入力。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁",31,{"$f":"IFERROR(VLOOKUP(AJ24,荷重リスト,2,FALSE),\"\")","v":"【標準】\n土塗り壁等"}]
[null,"1階床面積(壁量算定用)",null,null,null,null,null,"Af1",100,null,null,"(㎡)",null,"←","告示で定義されている床面積で、床面積に補正した小屋裏面積を加算したものを入力。",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,32,"【標準】\nモルタル等"]
[null,"軒の出",null,null,null,null,null,"Lr",0.5,null,null,"(ｍ)",null,"←","外壁芯からの出の長さを入力してください。(外壁長さ×軒の出を軒面積として考慮。)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,33,"【標準】\n窯業系サイディング"]
[null,{"$f":"\"屋根勾配（\"&ROUND(ATAN(I27/10)*180/PI(),1)& \" °）\"","v":"屋根勾配（0 °）"},null,null,null,null,null,"⊿",0,null,null,"(寸)",null,"←","屋根重量の勾配補正に使用。複数ある場合は、一番大きい勾配を入力。（推奨）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,34,"【標準】\n金属板張"]
[null,"開口比率",null,null,null,null,null,"η",0.09,null,null,"(－)",null,"←","外壁面積（軒下）に対する開口部面積の割合を入力してください。（η>0.09とする場合は、根拠資料を添付してください。）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,35,"【標準】\n下見板張"]
[null,"標準せん断力係数 ",null,null,null,null,null,"C0",0.2,null,null,"(－)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,36,"【45分準耐】\n窯業系サイディング"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,37,"【45分準耐】\n金属板張"]
[null,"Input②荷重入力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,38,"【任意仕様6】"]
[null,"項目",null,null,null,null,null,null,"単位荷重",null,null,"単位",null,"仕様名",null,null,null,null,null,null,null,"直接入力",null,null,null,null,null,null,null,null,null,null,null,null,null,"-","【荷重の直接入力】"]
[null,"屋根重量",null,null,null,null,null,"ω1",{"$f":"IF($N33=\"【荷重の直接入力】\",$V33,VLOOKUP($N33,荷重数値_屋根,6,FALSE))","v":800},null,null,"(N/㎡)",null,"【標準】\nスレート屋根",null,null,null,null,null,null,null,740]
[null,"外壁重量",null,null,null,null,null,"ω3",{"$f":"IF($N34=\"【荷重の直接入力】\",$V34,VLOOKUP($N34,荷重数値_外壁,6,FALSE))","v":650},null,null,"(N/㎡)",null,"【標準】\n窯業系サイディング",null,null,null,null,null,null,null,600]
[null,"屋根断熱材",null,null,null,null,null,"ω4",100,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではGW24K　400㎜を想定し100N/㎡としています。"]
[null,"外壁断熱材",null,null,null,null,null,"ω5",70,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではGW24K 170㎜ + 胴縁を想定し70N/㎡としています。"]
[null,"開口部",null,null,null,null,null,"ω6",400,null,null,"(N/㎡)",null,"←","ﾃﾞﾌｫﾙﾄではﾄﾘﾌﾟﾙｶﾞﾗｽ（400N/㎡）を想定。荷重表を参考に適宜入力してください。"]
[null,"太陽光発電設備等",null,null,null,null,null,"ω7","（機器重量の合計）",null,null,null,null,"←","機器重量の合計又は単位面積当たりの重量（屋根全面に適用）を選択してください。"]
[null,null,null,null,null,null,null,null,0,null,null,{"$f":"IF(I38=\"（面積当たりの荷重）\",\"(N/㎡)\",\"(kg)\")","v":"(kg)"},null,null,"ﾃﾞﾌｫﾙﾄでは両面石膏ﾎﾞｰﾄで天井高さ2.7m程度を想定して350N/㎡としています。実情に応じて適宜調整してください。"]
[null,"内壁(床面積当たり)",null,null,null,null,null,"ω8",350,null,null,"(N/㎡)",null,"←"]
[]
[null,"Input③その他の荷重入力　（※壁量計算用）"]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,"面積",null,null,"単位"]
[null,"軒上外壁面積",null,null,null,null,null,"AO","面積の直接入力",null,null,null,null,0,null,null,"(㎡)"]
[null,"1～R階間の小屋裏物置",null,null,null,null,"ω13,A13",null,300,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[]
[null,"項目",null,null,null,null,null,null,"入力欄",null,null,"単位",null,"面積",null,null,"単位",null,"備考（追加荷重の種類・根拠等を記載）"]
[null,"R階屋根の追加等分布荷重",null,null,null,null,"ω15,A15",null,0,null,null,"(N/㎡)",null,0,null,null,"(㎡)"]
[null,"1F上部への追加集中荷重",null,null,null,null,null,"ω17",0,null,null,"(kN)"]
[]
[]
[null,"1）地震力算定用の建物高さ　{ H = h3/2+h1+h0 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2）勾配を考慮した補正係数　{ β1 = √(⊿2+102)/10 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"建物高さ","勾配係数"]
[null,null,"H","=",{"$f":"DispFormula(AI53)","v":"1.500 /2+3.000 +0.500 "},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI53,2)","v":4.25},null,"(m)",null,null,null,"β1","=",{"$f":"DispFormula(AJ53)","v":"√(0.0 ^2+10^2)/10"},null,null,null,null,null,"=",{"$f":"ROUNDUP(AJ53,3)","v":1},null,null,null,null,null,{"$f":"I21/2+I22+I23","v":4.25},{"$f":"SQRT(I27^2+10^2)/10","v":1}]
[]
[null,"3）軒を考慮した補正係数　〔 β2 = {(LX1+LY1+4*Lr)*Lr+AfW1}/AfW1 〕",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"軒係数","1階X方向","1階Y方向","軒の出","1階面積"]
[null,null,"β2","=",{"$f":"DispFormula(AI56)","v":"((20.00 +20.00 +4*0.50 )*0.50 +100.00 )/100.00 "},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI56,3)","v":1.21},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"((AJ56+AK56+4*AL56)*AL56+AM56)/AM56","v":1.21},{"$f":"$I$19","v":20},{"$f":"$I$20","v":20},{"$f":"$I$26","v":0.5},{"$f":"$I$24","v":100}]
[]
[null,"4）勾配（β1）・軒（β2）・太陽光発電設備を考慮した補正荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"屋根重量","太陽光発電設備",null,"屋根断熱"]
[null,null,"補正屋根重量：",null,null,null,"ω\"1","=","ω1*β1*β2",null,null,null,"=",{"$f":"DispFormula(AI60)","v":"800 *1.000*1.210"},null,null,null,null,"=",{"$f":"ROUNDUP(AI60,0)","v":968},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,"面積当たり","機器重量"]
[null,null,"補正断熱重量：",null,null,null,"ω\"4","=","ω4*β1",null,null,null,"=",{"$f":"DispFormula(AL60)","v":"100 *1.000"},null,null,null,null,"=",{"$f":"ROUNDUP(AL60,0)","v":100},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"$I$33*$AC53*$Q$56","v":968},{"$f":"$I$39*$AC$53*$Q$56","v":0},{"$f":"$I$39*9.8/I24","v":0},{"$f":"$I$35*$AC$53","v":100}]
[null,"補正太陽光設備：",null,null,null,null,"ω\"7","=",{"$f":"IF(I38=\"（面積当たりの荷重）\",AJ61,AK61)","v":"ω7*9.8/Afw1"},null,null,null,"=",{"$f":"IF($T$61=0,\"【該当無し】\",IF($I$38=\"（面積当たりの荷重）\",DispFormula($AJ$60),DispFormula($AK$60)))","v":"【該当無し】"},null,null,null,null,"=",{"$f":"ROUNDUP(IF(I38=\"（面積当たりの荷重）\",AJ60,AK60),0)","v":0},null,"(N/㎡)",null,null,null,null,null,null,null,null,null,null,null,null,null,"ω7*β1*β2","ω7*9.8/Afw1"]
[]
[null,"5）開口部を考慮した補正外壁重量",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁重量"]
[null,null,"外壁+断熱材：",null,null,null,"ωO1","=","ω3+ω5",null,null,null,null,"=",{"$f":"DispFormula(AI64)","v":"650 +70 "},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI64,0)","v":720},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"$I$34+$I$36","v":720}]
[null,null,null,null,null,"補正外壁重量：","ωO2","=","ωO1*(1-η)+ω6*η",null,null,null,null,"=",{"$f":"DispFormula(AI65)","v":"720 *(1-0.09 )+400 *0.09 "},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI65,0)","v":692},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"$W$64*(1-$I$28)+$I$37*$I$28","v":691.2}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"（参考）"]
[null,"6）軒上外壁面積の計算",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"片流れ","直接入力",null,null,"切妻（X）","切妻（Y）"]
[null,null,"軒上外壁面積：",null,null,null,"Ao","=",{"$f":"IF($I$44=\"自動計算\",$AI$69,IF($I$44=\"面積の直接入力\",$AJ$69,\"\"))","v":"【直接入力】"},null,null,null,null,"=",{"$f":"IF($I$44=\"自動計算\",DispFormula($AI$68),\"\")","v":""},null,null,null,null,null,null,"=",{"$f":"ROUNDUP(IF($I$44=\"自動計算\",$AI$68,IF($I$44=\"面積の直接入力\",$AJ$68,0)),2)","v":0},null,"(N/m2)",null,null,null,null,null,null,null,null,null,{"$f":"($I$19+$I$20)*$I$21/2","v":30},{"$f":"N44","v":0},null,null,{"$f":"$I$19*$I$21/2","v":15},{"$f":"$I$20*$I$21/2","v":15}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(LX1+LY1)*h3/2","【直接入力】",null,null,"LX2*h3/2","LY2*h3/2"]
[null,"2.壁量の算定"]
[null,"1）外壁荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"外壁荷重"]
[null,null,"1階","外壁荷重（軒上）",null,null,null,"W2-1",null,"=","ωO1*AO/1000",null,null,null,null,null,"=",{"$f":"IF($AI72=0,\"【該当無し】\",DispFormula($AI72))","v":"【該当無し】"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI72,2)","v":0},null,"(kN)",null,null,null,{"$f":"$W$64*$W$68/1000","v":0},"X方向の壁長","Y方向の壁長","階高"]
[null,null,"1階","外壁荷重（軒下）",null,null,null,"W1-1",null,"=","ωO2*h1*(LX1+LY1)/1000",null,null,null,null,null,"=",{"$f":"IF($AI73=0,\"\",DispFormula($AI73))","v":"692 *3.000 *(20.000 +20.000 )/1000"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI73,2)","v":83.04},null,"(kN)",null,null,null,{"$f":"$W$65*$AL73*(AJ73+AK73)/1000","v":83.04},{"$f":"$I$19","v":20},{"$f":"$I$20","v":20},{"$f":"$I$22","v":3}]
[]
[null,"2）当該階が支えている部分の固定荷重（外壁・内壁）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"壁荷重"]
[null,null,"1階","壁荷重（軒下）",null,null,null,"W1-2",null,"=","W1-1+ω8*AfW1/1000",null,null,null,null,null,"=",{"$f":"IF($AI76=0,\"\",DispFormula($AI76))","v":"83.04+350 *100.00 /1000"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI76,2)","v":118.04},null,"(kN)",null,null,null,{"$f":"AC73+$I$40*$I$24/1000","v":118.04}]
[]
[null,"3）当該階が支えている部分の固定荷重と積載荷重の和（屋根、床）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"柱梁用のLL",null,null,null,null,null,"屋根・床","柱梁用のLL"]
[null,null,"各階","屋根荷重",null,null,null,"W2-4",null,"=","ω\"1+ω\"4+ω\"7",null,null,null,null,null,"=",{"$f":"IF($AI79=0,\"\",DispFormula($AI79))","v":"968 +100 +0 "},null,null,null,null,null,"=",{"$f":"ROUNDUP(AI79,0)","v":1068},null,"(N/m2)",null,"（",{"$f":"ROUNDUP(AJ79,0)","v":1068},null,"）",null,null,{"$f":"$T$59+$T$60+$T$61","v":1068},{"$f":"$T$59+$T$60+$T$61","v":1068}]
[]
[null,"4）追加荷重",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"地震用","確認用"]
[null,null,"1-R階","小屋裏荷重",null,null,null,"W\" 1-11",null,"=","{ω13+LL(住宅)*2/3}*A13/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AJ82=0,\"【該当無し】\",DispFormula($AI82))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"IF($AJ82=0,0,ROUNDUP($AI82,2))","v":0},null,"(kN)",null,null,null,{"$f":"($I$45+600*2/3)*$N$45/1000","v":0},{"$f":"$I$45*$N$45/1000","v":0}]
[null,null,"R階","追加等分布荷重",null,null,null,"W\" 1-12",null,"=","ω15*A15/1000",null,null,null,null,null,null,null,"=",{"$f":"IF($AI83=0,\"【該当無し】\",DispFormula($AI83))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI83,2)","v":0},null,"(kN)",null,null,null,{"$f":"$I$48*$N$48/1000","v":0}]
[null,null,"1階","追加荷重合計",null,null,null,"ΣW\" 1",null,"=","W\"1-11+W\"1-12+ω17",null,null,null,null,null,null,null,"=",{"$f":"IF($AI84=0,\"【該当無し】\",DispFormula($AI84))","v":"【該当無し】"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI84,2)","v":0},null,"(kN)",null,null,null,{"$f":"$AC$82+$AC$83+$I$49","v":0}]
[]
[null,"5）壁量計算用の各階重量",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1階重量"]
[null,null,"1階","ΣW1",null,"=","W2-4*AfW1/1000+W2-1+W1-2/2+ΣW\" 1",null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI87=0,\"\",DispFormula($AI87))","v":"1068*100.00 /1000+0.00+118.04/2+0.00"},null,null,null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI87,0)","v":166},null,"(kN)",null,null,null,{"$f":"$Y$79*$I$24/1000+$AC$72+$AC$76/2+$AC$84","v":165.82}]
[]
[null,"Output➀ 単位面積当たりの必要壁量Lwの算定",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"T"]
[null,null,null,"A1","=",1,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.03*N53","v":0.1275}]
[null,null,null,"ΣLW","=","Ai*C0*ΣWi/(0.0196*Afi)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"1.25倍",null,null,null,"1.50倍",null,null,null,null,null,"Lw"]
[null,null,"1階","LW1","=",{"$f":"IF($AI92=0,\"\",DispFormula($AI92))","v":"1.0*0.2*166 /(0.0196*100.00 )"},null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI92,1),\"\")","v":17},null,"(cm/m2)",null,"→",{"$f":"IFERROR(ROUNDUP($N92,0),\"\")","v":17},null,"(cm/m2)",null,null,"（",{"$f":"IFERROR(ROUNDUP(1.25*$N92,0),\"\")","v":22},null,"）","（",{"$f":"IFERROR(ROUNDUP(1.5*$N92,0),\"\")","v":26},null,"）",null,null,null,{"$f":"$F$90*$I$29*AC87/(0.0196*$I$25)","v":16.938775510204085}]
[]
[]
[null,"3.柱の小径の算定"]
[]
[null,"（参考）木材の圧縮基準強度",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"検索用"]
[null,"No","JAS規格",null,null,null,null,"樹種等",null,null,null,null,"等級等",null,null,null,null,"基準強度Fc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"全体","集成材用"]
[null,1,"無等級材",null,null,null,null,"ひのき",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI99,List_Fc,6,FALSE),\"該当無し\")","v":20.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C99=\"無等級材\",NOT(M99=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C99=\"対称異等級構成集成材\",NOT(H99=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C99&\"_\"&H99,List_No,3,FALSE)&M99,\"\")","v":"22―"},{"$f":"IF(C99=\"同一等級構成集成材\",H99,\"\")","v":""}]
[null,2,"無等級材",null,null,null,null,"すぎ",null,null,null,null,"―",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI100,List_Fc,6,FALSE),\"該当無し\")","v":17.7},null,"(N/m㎡)",null,{"$f":"IF(AND(C100=\"無等級材\",NOT(M100=\"―\")),\"※等級等を「－」としてください。\",IF(AND(C100=\"対称異等級構成集成材\",NOT(H100=\"―\")),\"※樹種等を「－」としてください。\",\"\"))","v":""},null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C100&\"_\"&H100,List_No,3,FALSE)&M100,\"\")","v":"24―"},{"$f":"IF(C100=\"同一等級構成集成材\",H100,\"\")","v":""}]
[null,3,"同一等級構成集成材",null,null,null,null,"4層以上",null,null,null,null,"E95－F315",null,null,null,null,{"$f":"IFERROR(VLOOKUP(AI101,List_Fc,6,FALSE),\"該当無し\")","v":26},null,"(N/m㎡)",null,"",null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"IFERROR(VLOOKUP(C101&\"_\"&H101,List_No,3,FALSE)&M101,\"\")","v":"31E95－F315"},{"$f":"IF(C101=\"同一等級構成集成材\",H101,\"\")","v":"4層以上"}]
[]
[]
[null,"Input④基本条件",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"※","2階柱と1階柱の入力内容は計算上リンクしていません。追加荷重等はそれぞれの柱ごとに入力してください。"]
[null,"項目",null,null,null,null,null,null,"単位",null,"外柱",null,null,null,"中柱"]
[null,null,null,null,null,null,null,null,null,null,"1階",null,"1階",null,"1階",null,"1階"]
["柱No","柱No",null,null,null,null,null,null,"(―)",null,1,null,2,null,3,null,4]
["-","検討要否",null,null,null,null,null,null,"(―)",null,null,null,null,null,null,null,null,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Input1-3の入力内容（引用）"]
["要否",null,null,null,null,null,null,null,null,null,true,null,true,null,true,null,true]
["符号","柱符号",null,null,null,null,null,null,"(―)",null,"C2o",null,"C1o",null,"C2i",null,"C1i",null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ω8","内壁(面積当たり) ω8",null,{"$f":"$I$40","v":350}]
["柱短辺","柱短辺",null,null,null,null,null,"Bc","(mｍ)",null,105,null,105,null,105,null,105,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"W2_4","屋根荷重 W2-4（柱梁LL）",null,{"$f":"$AD$79","v":1068}]
["柱長辺","柱長辺",null,null,null,null,null,"Dc","(mｍ)",null,105,null,105,null,105,null,113,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo1","外壁+断熱材 ωO1",null,{"$f":"$W$64","v":720}]
["Fc","基準強度",null,null,null,null,null,"Fc","(N/m㎡)",null,17.7,null,17.7,null,17.7,null,17.7,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"ωo2","補正外壁重量 ωO2",null,{"$f":"$W$65","v":692}]
["高さ判定","柱上部の梁せい HG\n又は横架材間距離 ℓ",null,null,null,null,null,null,"(mｍ)",null,"梁せい",null,"梁せい",null,"梁せい",null,"梁せい",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h3","最高高さ―軒高さ h3",null,{"$f":"$I$21","v":1.5}]
["梁せい等",null,null,null,null,null,null,null,null,null,105,null,105,null,105,null,105,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"h1","軒高さ―土台天 h1",null,{"$f":"$I$22","v":3}]
["軒算定","外壁を負担する2階柱\n上部の軒上外壁高さ",null,null,null,null,null,"Ho","(m)",null,"自動計算",null,"自動計算",null,"直接入力",null,"直接入力"]
["軒上",null,null,null,null,null,null,null,null,null,0,null,0,null,0,null,0]
["1階Lo","1階柱の外壁負担長さ",null,null,null,null,null,"LO1","(m)",null,1.82,null,1.82,null,0,null,0]
["1階Ae","1階柱の負担面積",null,null,null,null,null,"Ae1","(㎡)",null,5,null,5,null,5,null,5,null,"←"]
["R階ω","R階屋根の追加等分布荷重(※)",null,null,null,null,null,"ωC2","(N/㎡)",null,0,null,0,null,0,null,0,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"案内文",{"$f":"IF(COUNTIF($K$123:$R$123,\"NG1\")>0,1,IF(COUNTIF($K$123:$R$123,\"NG2\")>0,2,0))","v":0}]
["追加Pc","柱の追加集中荷重(※)",null,null,null,null,null,"Pc","(kN)",null,0,null,0,null,0,null,0,null,"←",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG1は、HG又はℓの項目が「梁せい」「横架材間」以外となっています。"]
["柱断面","柱断面積",null,null,null,null,null,"Ac","(c㎡)",null,{"$f":"IF(K109=FALSE,0,K111*K112/100)","v":110.25},null,{"$f":"IF(M109=FALSE,0,M111*M112/100)","v":110.25},null,{"$f":"IF(O109=FALSE,0,O111*O112/100)","v":110.25},null,{"$f":"IF(Q109=FALSE,0,Q111*Q112/100)","v":118.65},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"NG2は、Hoの項目が「自動計算」「直接入力」以外となっています。"]
[null,null,null,null,null,null,null,null,null,null,{"$f":"IF(NOT(OR(K$114=\"梁せい\",K$114=\"横架材間\")),\"NG1\",IF(NOT(OR(K$116=\"自動計算\",K$116=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(M$114=\"梁せい\",M$114=\"横架材間\")),\"NG1\",IF(NOT(OR(M$116=\"自動計算\",M$116=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(O$114=\"梁せい\",O$114=\"横架材間\")),\"NG1\",IF(NOT(OR(O$116=\"自動計算\",O$116=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(NOT(OR(Q$114=\"梁せい\",Q$114=\"横架材間\")),\"NG1\",IF(NOT(OR(Q$116=\"自動計算\",Q$116=\"直接入力\")),\"NG2\",\"\"))","v":""},null,{"$f":"IF(AK120=0,\"\",\"←\")","v":""},{"$f":"IF(AK120=1,$AJ$121,IF(AK120=2,$AJ$122,\"\"))","v":""}]
[]
["（※）",null,"下記の検討は外壁（軒上を含む）、内壁、屋根、2階床を考慮した検討です。"]
[null,null,"「Input③その他の荷重入力」で入力した追加荷重は別途（※）印の追加荷重で入力してください。"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数",{"$f":"MATCH(AI128,$A$107:$A$122,0)","v":3},"ℓ\n（計算）","ℓ\n（採用値）",{"$f":"MATCH(AL128,$A$107:$A$122,0)","v":8},{"$f":"MATCH(AM128,$A$107:$A$122,0)","v":9},"―","―",{"$f":"MATCH(AP128,$A$107:$A$122,0)","v":5}]
[null,"1）横架材間距離　{ℓ = h * 1000 - HG　又は直接入力}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"2）断面二次半径（弱軸）　{ iy = Bc / √(12) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","要否",null,null,"高さ判定","梁せい等","階高","i（弱軸）","柱短辺"]
[null,null,"外柱1","ℓ1","=",{"$f":"IF($K129=0,\"\",IF(AL129=\"横架材間\",\"【直接入力】\",DispFormula($AJ129)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI129=FALSE,0,ROUNDUP(AK129,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB129=0,\"\",DispFormula($AO129))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI129=FALSE,0,ROUNDDOWN(AO129,2))","v":30.31},null,"(mm)",null,null,null,1,{"$f":"HLOOKUP($AH129,List_柱,AI$127,FALSE)","v":true},{"$f":"$AN129*1000-$AM129","v":2895},{"$f":"IF(AL129=\"横架材間\",AM129,AJ129)","v":2895},{"$f":"HLOOKUP($AH129,List_柱,AL$127,FALSE)","v":"梁せい"},{"$f":"HLOOKUP($AH129,List_柱,AM$127,FALSE)","v":105},{"$f":"$AL$115","v":3},{"$f":"$AP129/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH129,List_柱,AP$127,FALSE)","v":105}]
[null,null,"外柱2","ℓ1","=",{"$f":"IF($K130=0,\"\",IF(AL130=\"横架材間\",\"【直接入力】\",DispFormula($AJ130)))","v":"3.000*1000-105"},null,null,null,"=",{"$f":"IF(AI130=FALSE,0,ROUNDUP(AK130,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB130=0,\"\",DispFormula($AO130))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI130=FALSE,0,ROUNDDOWN(AO130,2))","v":30.31},null,"(mm)",null,null,null,2,{"$f":"HLOOKUP($AH130,List_柱,AI$127,FALSE)","v":true},{"$f":"$AN130*1000-$AM130","v":2895},{"$f":"IF(AL130=\"横架材間\",AM130,AJ130)","v":2895},"梁せい",{"$f":"HLOOKUP($AH130,List_柱,AM$127,FALSE)","v":105},{"$f":"$AL$115","v":3},{"$f":"$AP130/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH130,List_柱,AP$127,FALSE)","v":105}]
[null,null,"中柱1","ℓ1","=","3.000*1000-105",null,null,null,"=",{"$f":"IF(AI131=FALSE,0,ROUNDUP(AK131,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB131=0,\"\",DispFormula($AO131))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI131=FALSE,0,ROUNDDOWN(AO131,2))","v":30.31},null,"(mm)",null,null,null,3,{"$f":"HLOOKUP($AH131,List_柱,AI$127,FALSE)","v":true},{"$f":"$AN131*1000-$AM131","v":2895},{"$f":"IF(AL131=\"横架材間\",AM131,AJ131)","v":2895},"梁せい",{"$f":"HLOOKUP($AH131,List_柱,AM$127,FALSE)","v":105},{"$f":"$AL$115","v":3},{"$f":"$AP131/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH131,List_柱,AP$127,FALSE)","v":105}]
[null,null,"中柱2","ℓ1","=","3.000*1000-105",null,null,null,"=",{"$f":"IF(AI132=FALSE,0,ROUNDUP(AK132,0))","v":2895},null,"(mm)",null,null,null,null,null,null,null,"iy1","=",{"$f":"IF($AB132=0,\"\",DispFormula($AO132))","v":"105/√(12)"},null,null,null,"=",{"$f":"IF(AI132=FALSE,0,ROUNDDOWN(AO132,2))","v":30.31},null,"(mm)",null,null,null,4,{"$f":"HLOOKUP($AH132,List_柱,AI$127,FALSE)","v":true},{"$f":"$AN132*1000-$AM132","v":2895},{"$f":"IF(AL132=\"横架材間\",AM132,AJ132)","v":2895},"梁せい",{"$f":"HLOOKUP($AH132,List_柱,AM$127,FALSE)","v":105},{"$f":"$AL$115","v":3},{"$f":"$AP132/SQRT(12)","v":30.310889132455355},{"$f":"HLOOKUP($AH132,List_柱,AP$127,FALSE)","v":105}]
[]
[null,"3）有効細長比　{λ = ℓ / iy }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"4）有効細長比による必要最小径　{ dse = √(12)*ℓ / 150 }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"細長比","必要径"]
[null,null,"外柱1","λ1","=",{"$f":"IF($J135=0,\"\",DispFormula($AI135))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI135,2),0)","v":95.52000000000001},null,{"$f":"IF(J135<=M135,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J135=0,\"\",IF(J135<=M135,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=",{"$f":"IF($AB135=0,\"\",DispFormula($AJ135))","v":"√(12)*2895/150"},null,null,null,"=",{"$f":"ROUNDUP(AJ135,0)","v":67},null,"(mm)",null,null,null,null,{"$f":"K129/AB129","v":95.513032002639392},{"$f":"SQRT(12)*$K129/150","v":66.857161172158655}]
[null,null,"外柱2","λ1","=",{"$f":"IF($J136=0,\"\",DispFormula($AI136))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI136,2),0)","v":95.52000000000001},null,{"$f":"IF(J136<=M136,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J136=0,\"\",IF(J136<=M136,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=",{"$f":"IF($AB136=0,\"\",DispFormula($AJ136))","v":"√(12)*2895/150"},null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K130/AB130","v":95.513032002639392},{"$f":"SQRT(12)*$K130/150","v":66.857161172158655}]
[null,null,"中柱1","λ1","=",{"$f":"IF($J137=0,\"\",DispFormula($AI137))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI137,2),0)","v":95.52000000000001},null,{"$f":"IF(J137<=M137,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J137=0,\"\",IF(J137<=M137,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K131/AB131","v":95.513032002639392},{"$f":"SQRT(12)*$K131/150","v":66.857161172158655}]
[null,null,"中柱2","λ1","=",{"$f":"IF($J138=0,\"\",DispFormula($AI138))","v":"2895/30.31"},null,null,"=",{"$f":"IFERROR(ROUNDUP(AI138,2),0)","v":95.52000000000001},null,{"$f":"IF(J138<=M138,\"≦\",\">\")","v":"≦"},150,null,{"$f":"IF(J138=0,\"\",IF(J138<=M138,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,null,null,"dse1","=","√(12)*2895/150",null,null,null,"=",67,null,"(mm)",null,null,null,null,{"$f":"K132/AB132","v":95.513032002639392},{"$f":"SQRT(12)*$K132/150","v":66.857161172158655},null,null,null,{"$f":"MATCH(AN139,$A$107:$A$122,0)","v":7}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","（A）","（B）","（C）","λ","Fc",null,null,"算定式"]
[null,"5）座屈の許容応力度の算定",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(λ≦30)","(30＜λ≦100)","(100＜λ)",null,null,null,"(λ≦30)","1.1/3*Fc"]
[null,null,"外柱1",{"$f":"IF(AB141=0,\"\",IF(AI141=\"A\",$AJ$140,IF(AI141=\"B\",$AK$140,$AL$140)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB141=0,\"\",IF(AI141=\"A\",$AQ$140,IF(AI141=\"B\",$AQ$141,$AQ$142)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB141=0,\"\",IF($AI141=\"A\",DispFormula($AJ141),IF($AI141=\"B\",DispFormula($AK141),DispFormula($AL141))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI129=FALSE,0,ROUNDDOWN(IF($AI141=\"A\",$AJ141,IF($AI141=\"B\",$AK141,$AL141)),2))","v":2.23},null,"(N/mm2)",null,null,null,1,{"$f":"IF(AM141<=30,\"A\",IF(AM141<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN141","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM141)*$AN141","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM141^2)*$AN141","v":2.1339160206392087},{"$f":"$J135","v":95.52000000000001},{"$f":"HLOOKUP($AH141,List_柱,AN$138,FALSE)","v":17.7},null,"(30＜λ≦100)","1.1/3*(1.3-0.01*λ)*Fc"]
[null,null,"外柱2",{"$f":"IF(AB142=0,\"\",IF(AI142=\"A\",$AJ$140,IF(AI142=\"B\",$AK$140,$AL$140)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB142=0,\"\",IF(AI142=\"A\",$AQ$140,IF(AI142=\"B\",$AQ$141,$AQ$142)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB142=0,\"\",IF($AI142=\"A\",DispFormula($AJ142),IF($AI142=\"B\",DispFormula($AK142),DispFormula($AL142))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI130=FALSE,0,ROUNDDOWN(IF($AI142=\"A\",$AJ142,IF($AI142=\"B\",$AK142,$AL142)),2))","v":2.23},null,"(N/mm2)",null,null,null,2,{"$f":"IF(AM142<=30,\"A\",IF(AM142<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN142","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM142)*$AN142","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM142^2)*$AN142","v":2.1339160206392087},{"$f":"$J136","v":95.52000000000001},{"$f":"HLOOKUP($AH142,List_柱,AN$138,FALSE)","v":17.7},null,"(100＜λ)","1.1/3*3000/(λ^2)*Fc"]
[null,null,"中柱1",{"$f":"IF(AB143=0,\"\",IF(AI143=\"A\",$AJ$140,IF(AI143=\"B\",$AK$140,$AL$140)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB143=0,\"\",IF(AI143=\"A\",$AQ$140,IF(AI143=\"B\",$AQ$141,$AQ$142)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB143=0,\"\",IF($AI143=\"A\",DispFormula($AJ143),IF($AI143=\"B\",DispFormula($AK143),DispFormula($AL143))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI131=FALSE,0,ROUNDDOWN(IF($AI143=\"A\",$AJ143,IF($AI143=\"B\",$AK143,$AL143)),2))","v":2.23},null,"(N/mm2)",null,null,null,3,"B",{"$f":"1.1/3*$AN143","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM143)*$AN143","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM143^2)*$AN143","v":2.1339160206392087},{"$f":"$J137","v":95.52000000000001},{"$f":"HLOOKUP($AH143,List_柱,AN$138,FALSE)","v":17.7}]
[null,null,"中柱2",{"$f":"IF(AB144=0,\"\",IF(AI144=\"A\",$AJ$140,IF(AI144=\"B\",$AK$140,$AL$140)))","v":"(30＜λ≦100)"},null,null,null,"Fk1","=",{"$f":"IF(AB144=0,\"\",IF(AI144=\"A\",$AQ$140,IF(AI144=\"B\",$AQ$141,$AQ$142)))","v":"1.1/3*(1.3-0.01*λ)*Fc"},null,null,null,null,null,null,"=",{"$f":"IF(AB144=0,\"\",IF($AI144=\"A\",DispFormula($AJ144),IF($AI144=\"B\",DispFormula($AK144),DispFormula($AL144))))","v":"1.1/3*(1.3-0.01*95.52)*17.7"},null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI132=FALSE,0,ROUNDDOWN(IF($AI144=\"A\",$AJ144,IF($AI144=\"B\",$AK144,$AL144)),2))","v":2.23},null,"(N/mm2)",null,null,null,4,{"$f":"IF(AM144<=30,\"A\",IF(AM144<=100,\"B\",\"C\"))","v":"B"},{"$f":"1.1/3*$AN144","v":6.49},{"$f":"1.1/3*(1.3-0.01*$AM144)*$AN144","v":2.2377519999999991},{"$f":"1.1/3*3000/($AM144^2)*$AN144","v":2.1339160206392087},{"$f":"$J138","v":95.52000000000001},{"$f":"HLOOKUP($AH144,List_柱,AN$138,FALSE)","v":17.7}]
[]
[]
[null,"6）等分布荷重による柱の軸力（屋根、2階床、内壁、追加等分布荷重を考慮）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"MATCH(AJ148,$A$107:$A$122,0)","v":13},{"$f":"MATCH(AK148,$A$107:$A$122,0)","v":14}]
[null,"【算定式】",null,null,"NW1 = {(W2-4+ω8/2+ωC1)*Ae1}/1000",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","Wc","1階Ae","R階ω"]
[null,null,"外柱1","NW1","=",{"$f":"IF($W149=0,\"\",DispFormula($AI149))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI129=FALSE,0,ROUNDUP(AI149,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,1,{"$f":"($AL$111+$AL$110/2+$AK149)*$AJ149/1000","v":6.2149999999999999},{"$f":"HLOOKUP($AH149,List_柱,AJ$147,FALSE)","v":5},0]
[null,null,"外柱2","NW1","=",{"$f":"IF($W150=0,\"\",DispFormula($AI150))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI130=FALSE,0,ROUNDUP(AI150,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,2,{"$f":"($AL$111+$AL$110/2+$AK150)*$AJ150/1000","v":6.2149999999999999},5,0]
[null,null,"中柱1","NW1","=",{"$f":"IF($W151=0,\"\",DispFormula($AI151))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI131=FALSE,0,ROUNDUP(AI151,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,3,6.2149999999999999,5,0]
[null,null,"中柱2","NW1","=",{"$f":"IF($W152=0,\"\",DispFormula($AI152))","v":"(1068 +350 /2+0)*5.00/1000"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF(AI132=FALSE,0,ROUNDUP(AI152,2))","v":6.22},null,"(kN)",null,null,null,null,null,null,null,null,4,6.2149999999999999,5,0]
[]
[]
[null,"7）外壁・追加集中荷重による柱の軸力",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【座屈検討時の係数】",null,null,null,null,null,null,null,"行数","―","―","―",{"$f":"MATCH(AL156,$A$107:$A$122,0)","v":10},{"$f":"MATCH(AM156,$A$107:$A$122,0)","v":11},{"$f":"MATCH(AN156,$A$107:$A$122,0)","v":12},{"$f":"MATCH(AO156,$A$107:$A$122,0)","v":15},{"$f":"MATCH(AP156,$A$107:$A$122,0)","v":7}]
[null,"【算定式】",null,null,"NP1 = (ωO1*HO*LO1+ωO2*h1/2*LO1)/1000+Pc",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"γ=(NP+NW)*1000/(1.1/3*Fc)",null,null,null,null,null,null,null,null,"No","Pc","係数","階高","軒算定","軒上","1階Lo","追加Pc","Fc"]
[null,null,"外柱1","NP1","=",{"$f":"IF($W157=0,\"【該当無し】\",DispFormula($AI157))","v":"(720 *1.500*1.82+692 *3.000/2*1.82)/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI129=FALSE,0,ROUNDUP($AI157,2))","v":3.86},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI129=FALSE,0,ROUND($AJ157,0)),\"\")","v":1553},null,"）",null,null,null,1,{"$f":"($AL$112*AM157*AN157+$AL$113*$AK157/2*AN157)/1000+$AO157","v":3.8547600000000002},{"$f":"($W157+$W149)*1000/(1.1/3*$AP157)","v":1553.1587057010786},{"$f":"AN129","v":3},{"$f":"HLOOKUP($AH157,List_柱,AL$155,FALSE)","v":"自動計算"},{"$f":"IF($AL157=\"直接入力\",HLOOKUP($AH157,List_柱,AM$155,FALSE),$AL$114)","v":1.5},{"$f":"HLOOKUP($AH157,List_柱,AN$155,FALSE)","v":1.82},0,17.7]
[null,null,"外柱2","NP1","=",{"$f":"IF($W158=0,\"【該当無し】\",DispFormula($AI158))","v":"(720 *1.500*1.82+692 *3.000/2*1.82)/1000+0.00"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI130=FALSE,0,ROUNDUP($AI158,2))","v":3.86},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI130=FALSE,0,ROUND($AJ158,0)),\"\")","v":1553},null,"）",null,null,null,2,{"$f":"($AL$112*AM158*AN158+$AL$113*$AK158/2*AN158)/1000+$AO158","v":3.8547600000000002},{"$f":"($W158+$W150)*1000/(1.1/3*$AP158)","v":1553.1587057010786},{"$f":"AN130","v":3},{"$f":"HLOOKUP($AH158,List_柱,AL$155,FALSE)","v":"自動計算"},{"$f":"IF($AL158=\"直接入力\",HLOOKUP($AH158,List_柱,AM$155,FALSE),$AL$114)","v":1.5},1.82,0,17.7]
[null,null,"中柱1","NP1","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI131=FALSE,0,ROUNDUP($AI159,2))","v":0},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI131=FALSE,0,ROUND($AJ159,0)),\"\")","v":958},null,"）",null,null,null,3,0,{"$f":"($W159+$W151)*1000/(1.1/3*$AP159)","v":958.39753466872105},{"$f":"AN131","v":3},{"$f":"HLOOKUP($AH159,List_柱,AL$155,FALSE)","v":"直接入力"},{"$f":"IF($AL159=\"直接入力\",HLOOKUP($AH159,List_柱,AM$155,FALSE),$AL$114)","v":0},0,0,17.7]
[null,null,"中柱2","NP1","=","【該当無し】",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI132=FALSE,0,ROUNDUP($AI160,2))","v":0},null,"(kN)",null,"（",{"$f":"IFERROR(IF($AI132=FALSE,0,ROUND($AJ160,0)),\"\")","v":958},null,"）",null,null,null,4,0,{"$f":"($W160+$W152)*1000/(1.1/3*$AP160)","v":958.39753466872105},{"$f":"AN132","v":3},{"$f":"HLOOKUP($AH160,List_柱,AL$155,FALSE)","v":"直接入力"},{"$f":"IF($AL160=\"直接入力\",HLOOKUP($AH160,List_柱,AM$155,FALSE),$AL$114)","v":0},0,0,17.7]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―",{"$f":"MATCH(AJ162,$A$107:$A$122,0)","v":16}]
[null,"8）柱の応力度　{ σc = (NP+NW)*1000 )/ (Ac*100) }",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【許容座屈応力度】",null,null,null,null,"【検定比】",null,null,null,null,null,null,"No","σ","柱断面"]
[null,null,"外柱1","σC1","=",{"$f":"IF($P163=0,\"\",DispFormula($AI163))","v":"(3.86+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI163,2),0)","v":0.92},null,"(N/mm2)",null,null,{"$f":"IF(P163<=V163,\"≦\",\">\")","v":"≦"},{"$f":"$AB141","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P163/V163,2),\"\")","v":0.42},null,"）",{"$f":"IF(P163=0,\"\",IF(P163<=V163,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,1,{"$f":"($W157+W149)*1000/($AJ163*100)","v":0.91428571428571426},{"$f":"HLOOKUP($AH163,List_柱,AJ$161,FALSE)","v":110.25}]
[null,null,"外柱2","σC1","=",{"$f":"IF($P164=0,\"\",DispFormula($AI164))","v":"(3.86+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI164,2),0)","v":0.92},null,"(N/mm2)",null,null,{"$f":"IF(P164<=V164,\"≦\",\">\")","v":"≦"},{"$f":"$AB142","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P164/V164,2),\"\")","v":0.42},null,"）",{"$f":"IF(P164=0,\"\",IF(P164<=V164,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,2,{"$f":"($W158+W150)*1000/($AJ164*100)","v":0.91428571428571426},{"$f":"HLOOKUP($AH164,List_柱,AJ$161,FALSE)","v":110.25}]
[null,null,"中柱1","σC1","=",{"$f":"IF($P165=0,\"\",DispFormula($AI165))","v":"(0.00+6.22)*1000/(110.25*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI165,2),0)","v":0.57000000000000006},null,"(N/mm2)",null,null,{"$f":"IF(P165<=V165,\"≦\",\">\")","v":"≦"},{"$f":"$AB143","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P165/V165,2),\"\")","v":0.26},null,"）",{"$f":"IF(P165=0,\"\",IF(P165<=V165,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,3,{"$f":"($W159+W151)*1000/($AJ165*100)","v":0.56417233560090707},{"$f":"HLOOKUP($AH165,List_柱,AJ$161,FALSE)","v":110.25}]
[null,null,"中柱2","σC1","=",{"$f":"IF($P166=0,\"\",DispFormula($AI166))","v":"(0.00+6.22)*1000/(118.65*100)"},null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(AI166,2),0)","v":0.53},null,"(N/mm2)",null,null,{"$f":"IF(P166<=V166,\"≦\",\">\")","v":"≦"},{"$f":"$AB144","v":2.23},null,"(N/mm2)",null,"（",{"$f":"IFERROR(ROUNDUP(P166/V166,2),\"\")","v":0.24000000000000002},null,"）",{"$f":"IF(P166=0,\"\",IF(P166<=V166,\"【OK】\",\"【NG】\"))","v":"【OK】"},null,null,null,4,{"$f":"($W160+W152)*1000/($AJ166*100)","v":0.5242309313105773},{"$f":"HLOOKUP($AH166,List_柱,AJ$161,FALSE)","v":118.65}]
[]
[null,"9）柱の応力度による必要最小径"]
[null,"【算定式】",null,"(100＜λ')",null,null,null,null,"dbe","=","{12*ℓ2/3000*γ}(1/4)",null,null,null,null,null,null,null,null,"※","γは 7) 参照  { γ=(NP+NW)*1000/(1.1/3*Fc)  }"]
[null,null,null,"(30＜λ'≦100)",null,null,null,null,"dbe","=","ℓ/75.05+√{(ℓ/75.05)2+1/1.3*γ}",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","必要最小径",null,null,"有効細長比",null,null,"横架材間距離"]
[null,null,null,"(λ'≦30)",null,null,null,null,"dbe","=","√(γ)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"【有効細長比λ'】",null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ","(λ'≦30)","(30＜λ'≦100)","(100＜λ')"]
[null,null,"外柱1",{"$f":"IF(W172=0,\"\",IF(AI172=\"A\",$AM$171,IF(AI172=\"B\",$AN$171,$AO$171)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=",{"$f":"IF(W172=0,\"\",IF($AI172=\"A\",DispFormula($AJ172),IF($AI172=\"B\",DispFormula($AK172),DispFormula($AL172))))","v":"((12*2895^2)/3000*1553)^(1/4)"},null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI172=\"A\",$AJ172,IF($AI172=\"B\",$AK172,$AL172)),0),0)","v":85},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP172/W172,0)","v":117.98322559792703},null,"）",null,null,1,{"$f":"IF(AM172<=30,\"A\",IF(AN172<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB157)","v":39.408120990476064},{"$f":"AP172/75.05+SQRT((AP172/75.05)^2+1/1.3*AB157)","v":90.368016598949481},{"$f":"((12*AP172^2)/3000*AB157)^(1/4)","v":84.943890038690682},{"$f":"SQRT(12)*AP172/ROUNDUP(AJ172,0)","v":250.71435439559497},{"$f":"SQRT(12)*AP172/ROUNDUP(AK172,0)","v":110.20411182223954},{"$f":"SQRT(12)*AP172/ROUNDUP(AL172,0)","v":117.98322559792703},{"$f":"$K129","v":2895}]
[null,null,"外柱2",{"$f":"IF(W173=0,\"\",IF(AI173=\"A\",$AM$171,IF(AI173=\"B\",$AN$171,$AO$171)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=","((12*2895^2)/3000*1553)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI173=\"A\",$AJ173,IF($AI173=\"B\",$AK173,$AL173)),0),0)","v":85},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP173/W173,0)","v":117.98322559792703},null,"）",null,null,2,{"$f":"IF(AM173<=30,\"A\",IF(AN173<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB158)","v":39.408120990476064},{"$f":"AP173/75.05+SQRT((AP173/75.05)^2+1/1.3*AB158)","v":90.368016598949481},{"$f":"((12*AP173^2)/3000*AB158)^(1/4)","v":84.943890038690682},{"$f":"SQRT(12)*AP173/ROUNDUP(AJ173,0)","v":250.71435439559497},{"$f":"SQRT(12)*AP173/ROUNDUP(AK173,0)","v":110.20411182223954},{"$f":"SQRT(12)*AP173/ROUNDUP(AL173,0)","v":117.98322559792703},{"$f":"$K130","v":2895}]
[null,null,"中柱1",{"$f":"IF(W174=0,\"\",IF(AI174=\"A\",$AM$171,IF(AI174=\"B\",$AN$171,$AO$171)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=","((12*2895^2)/3000*958)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI174=\"A\",$AJ174,IF($AI174=\"B\",$AK174,$AL174)),0),0)","v":76},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP174/W174,0)","v":131.95492336610261},null,"）",null,null,3,{"$f":"IF(AM174<=30,\"A\",IF(AN174<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB159)","v":30.951575081084322},{"$f":"AP174/75.05+SQRT((AP174/75.05)^2+1/1.3*AB159)","v":85.743113014395789},{"$f":"((12*AP174^2)/3000*AB159)^(1/4)","v":75.280181782868752},{"$f":"SQRT(12)*AP174/ROUNDUP(AJ174,0)","v":323.50239276850959},{"$f":"SQRT(12)*AP174/ROUNDUP(AK174,0)","v":116.61132762585812},{"$f":"SQRT(12)*AP174/ROUNDUP(AL174,0)","v":131.95492336610261},{"$f":"$K131","v":2895}]
[null,null,"中柱2",{"$f":"IF(W175=0,\"\",IF(AI175=\"A\",$AM$171,IF(AI175=\"B\",$AN$171,$AO$171)))","v":"(100＜λ')"},null,null,null,null,"dbe1","=","((12*2895^2)/3000*958)^(1/4)",null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IFERROR(ROUNDUP(IF($AI175=\"A\",$AJ175,IF($AI175=\"B\",$AK175,$AL175)),0),0)","v":76},null,"(mm)",null,null,"（",{"$f":"IFERROR(SQRT(12)*AP175/W175,0)","v":131.95492336610261},null,"）",null,null,4,{"$f":"IF(AM175<=30,\"A\",IF(AN175<=100,\"B\",\"C\"))","v":"C"},{"$f":"SQRT(AB160)","v":30.951575081084322},{"$f":"AP175/75.05+SQRT((AP175/75.05)^2+1/1.3*AB160)","v":85.743113014395789},{"$f":"((12*AP175^2)/3000*AB160)^(1/4)","v":75.280181782868752},{"$f":"SQRT(12)*AP175/ROUNDUP(AJ175,0)","v":323.50239276850959},116.61132762585812,{"$f":"SQRT(12)*AP175/ROUNDUP(AL175,0)","v":131.95492336610261},{"$f":"$K132","v":2895}]
[]
[null,"Output② 柱の必要最小径の算定（※正方形断面の場合）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","必要径","λ小径","de/ℓ"]
[null,null,"外柱1",null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI178)","v":"MAX(67,85)"},null,null,null,"=",{"$f":"ROUNDUP(AI178,0)","v":85},null,"(mm)",null,null,null,"de2/ℓ2","=",{"$f":"IFERROR(DispFormula(AK178),\"\")","v":"85/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK178,0),\"\")","v":"1/35"},null,null,null,null,1,{"$f":"MAX(AJ178,W172)","v":85},{"$f":"$AB135","v":67},{"$f":"Q178/K129","v":2.9360967184801381E-2}]
[null,null,"外柱2",null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI179)","v":"MAX(67,85)"},null,null,null,"=",{"$f":"ROUNDUP(AI179,0)","v":85},null,"(mm)",null,null,null,"de1/ℓ1","=",{"$f":"IFERROR(DispFormula(AK179),\"\")","v":"85/2895"},null,null,"=",{"$f":"IFERROR(\"1/\"&ROUNDUP(1/AK179,0),\"\")","v":"1/35"},null,null,null,null,2,{"$f":"MAX(AJ179,W173)","v":85},{"$f":"$AB136","v":67},{"$f":"Q179/K130","v":2.9360967184801381E-2}]
[null,null,"中柱1",null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI180)","v":"MAX(67,76)"},null,null,null,"=",{"$f":"ROUNDUP(AI180,0)","v":76},null,"(mm)",null,null,null,"de2/ℓ2","=","76/2895",null,null,"=","1/39",null,null,null,null,3,{"$f":"MAX(AJ180,W174)","v":76},{"$f":"$AB137","v":67},2.6252158894645942E-2]
[null,null,"中柱2",null,"de1","=","max(dse, dbe)",null,null,null,"=",{"$f":"DispFormula(AI181)","v":"MAX(67,76)"},null,null,null,"=",{"$f":"ROUNDUP(AI181,0)","v":76},null,"(mm)",null,null,null,"de1/ℓ1","=","76/2895",null,null,"=","1/39",null,null,null,null,4,{"$f":"MAX(AJ181,W175)","v":76},{"$f":"$AB138","v":67},2.6252158894645942E-2]
[]
[null,"Output③ 柱の最大負担面積の算定（※2階と1階の柱が同じ負担面積であると仮定したときの最大負担面積を算定します。）",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"分布荷重"]
[null,null,null,null,null,"2階柱の等分布荷重：","Σω2",null,"=","W2-4+ω8/2",null,null,null,null,null,"=",{"$f":"IF($Y184=0,\"\",DispFormula($AI184))","v":"1068 +350 /2"},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI184,0)","v":1243},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"$AD$79+$I$40/2","v":1243}]
[null,null,null,null,null,"1階柱の等分布荷重：","Σω1",null,"=","W2-4+W2-5+ω8*(1+1/2)",null,null,null,null,null,"=",{"$f":"IF($Y185=0,\"\",DispFormula($AI185))","v":{"$error":"#REF!"}},null,null,null,null,null,null,"=",{"$f":"ROUNDUP($AI185,0)","v":{"$error":"#REF!"}},null,"(N/mm2)",null,null,null,null,null,null,null,{"$f":"$AD$79+#REF!+$I$40*(1+1/2)","v":{"$error":"#REF!"}}]
[]
[null,"【算定式】",null,"(100＜λ)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100*3000/λ2-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"行数","―","―","―","―","―",7,17,null,null,14,15]
[null,null,null,"(30＜λ≦100)",null,null,null,null,"Ae_max","=","{1.1/3*Fc*Ac*100*(1.3-0.01*λ)-Pc*1000}/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"No","採用値","最大負担面積",null,null,"λ","Fc","柱断面","Pc","Σω","2階ωc","1階ωc","係数（参考）"]
[null,null,null,"(λ≦30)",null,null,null,null,"Ae_max","=","(1.1/3*Fc*Ac*100-Pc*1000)/(Σω+Σωc)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"(A)λ≦30","(B)30＜λ≦100","(C)100＜λ",null,null,null,null,null,null,null,"λ≦30","30＜λ≦100","100＜λ"]
[null,null,"2階外柱",{"$f":"IF(AC190=0,\"\",IF($AM190>150,\"【有効細長比NG】\",IF(AI190=\"A\",$AJ$140,IF(AI190=\"B\",$AK$140,$AL$140))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC190=0,\"\",IF($AI190=\"A\",DispFormula($AJ190),IF($AI190=\"B\",DispFormula($AK190),DispFormula($AL190))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI129=FALSE,0,ROUNDDOWN(IF($AI190=\"A\",$AJ190,IF($AI190=\"B\",$AK190,$AL190)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,1,{"$f":"IF(AM190<=30,\"A\",IF(AM190<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN190*$AO190*100-AP190*1000)/($AQ190+AR190)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN190*$AO190*100*(1.3-0.01*$AM190)-$AP190*1000)/($AQ190+AR190)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN190*$AO190*100*3000/($AM190^2)-$AP190*1000)/($AQ190+AR190)","v":{"$error":"#REF!"}},{"$f":"$J135","v":95.52000000000001},{"$f":"HLOOKUP($AH190,List_柱,AN$187,FALSE)","v":17.7},{"$error":"#REF!"},{"$f":"$W157","v":3.86},{"$f":"$Y$184","v":1243},{"$f":"HLOOKUP($AH190,List_柱,AR$187,FALSE)","v":0},0,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM190)","v":0.34479999999999988},{"$f":"3000/($AM190^2)","v":0.32880061951297518}]
[null,null,"1階外柱",{"$f":"IF(AC191=0,\"\",IF($AM191>150,\"【有効細長比NG】\",IF(AI191=\"A\",$AJ$140,IF(AI191=\"B\",$AK$140,$AL$140))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC191=0,\"\",IF($AI191=\"A\",DispFormula($AJ191),IF($AI191=\"B\",DispFormula($AK191),DispFormula($AL191))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI130=FALSE,0,ROUNDDOWN(IF($AI191=\"A\",$AJ191,IF($AI191=\"B\",$AK191,$AL191)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,2,{"$f":"IF(AM191<=30,\"A\",IF(AM191<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN191*$AO191*100-AP191*1000)/($AQ191+AR191+AS191)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN191*$AO191*100*(1.3-0.01*$AM191)-$AP191*1000)/($AQ191+AR191+AS191)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN191*$AO191*100*3000/($AM191^2)-$AP191*1000)/($AQ191+AR191+AS191)","v":{"$error":"#REF!"}},{"$f":"$J136","v":95.52000000000001},17.7,{"$error":"#REF!"},{"$f":"$W158","v":3.86},{"$f":"$Y$185","v":{"$error":"#REF!"}},0,0,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM191)","v":0.34479999999999988},{"$f":"3000/($AM191^2)","v":0.32880061951297518}]
[null,null,"2階中柱",{"$f":"IF(AC192=0,\"\",IF($AM192>150,\"【有効細長比NG】\",IF(AI192=\"A\",$AJ$140,IF(AI192=\"B\",$AK$140,$AL$140))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max2","=",{"$f":"IF(AC192=0,\"\",IF($AI192=\"A\",DispFormula($AJ192),IF($AI192=\"B\",DispFormula($AK192),DispFormula($AL192))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI131=FALSE,0,ROUNDDOWN(IF($AI192=\"A\",$AJ192,IF($AI192=\"B\",$AK192,$AL192)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,3,{"$f":"IF(AM192<=30,\"A\",IF(AM192<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN192*$AO192*100-AP192*1000)/($AQ192+AR192)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN192*$AO192*100*(1.3-0.01*$AM192)-$AP192*1000)/($AQ192+AR192)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN192*$AO192*100*3000/($AM192^2)-$AP192*1000)/($AQ192+AR192)","v":{"$error":"#REF!"}},{"$f":"$J137","v":95.52000000000001},17.7,{"$error":"#REF!"},{"$f":"$W159","v":0},{"$f":"$Y$184","v":1243},0,0,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM192)","v":0.34479999999999988},{"$f":"3000/($AM192^2)","v":0.32880061951297518}]
[null,null,"1階中柱",{"$f":"IF(AC193=0,\"\",IF($AM193>150,\"【有効細長比NG】\",IF(AI193=\"A\",$AJ$140,IF(AI193=\"B\",$AK$140,$AL$140))))","v":{"$error":"#REF!"}},null,null,null,null,"Ae_max1","=",{"$f":"IF(AC193=0,\"\",IF($AI193=\"A\",DispFormula($AJ193),IF($AI193=\"B\",DispFormula($AK193),DispFormula($AL193))))","v":{"$error":"#REF!"}},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"=",{"$f":"IF($AI132=FALSE,0,ROUNDDOWN(IF($AI193=\"A\",$AJ193,IF($AI193=\"B\",$AK193,$AL193)),3))","v":{"$error":"#REF!"}},null,"(㎡)",null,null,4,{"$f":"IF(AM193<=30,\"A\",IF(AM193<=100,\"B\",\"C\"))","v":"B"},{"$f":"(1.1/3*$AN193*$AO193*100-AP193*1000)/($AQ193+AR193+AS193)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN193*$AO193*100*(1.3-0.01*$AM193)-$AP193*1000)/($AQ193+AR193+AS193)","v":{"$error":"#REF!"}},{"$f":"(1.1/3*$AN193*$AO193*100*3000/($AM193^2)-$AP193*1000)/($AQ193+AR193+AS193)","v":{"$error":"#REF!"}},{"$f":"$J138","v":95.52000000000001},17.7,{"$error":"#REF!"},{"$f":"$W160","v":0},{"$f":"$Y$185","v":{"$error":"#REF!"}},0,0,{"$f":"1","v":1},{"$f":"(1.3-0.01*$AM193)","v":0.34479999999999988},{"$f":"3000/($AM193^2)","v":0.32880061951297518}]
[]
[null,"Output③ 柱の算定結果一覧"]
[]
[null,"No","柱種類",null,"階",null,"柱符号",null,"柱短辺",null,"基準強度",null,"細長比",null,"座屈許容応力度",null,null,"圧縮応力度",null,null,"検定比",null,"判定",null,"必要最小径"]
[null,null,null,null,null,null,null,null,"Bc",null,"Fc",null,"λ",null,"Fk",null,null,"σC",null,null,null,null,null,null,"dse",null,"dbe",null,"de",null,null,null,null,"行数",{"$f":"MATCH(AI199,$A$107:$A$122,0)","v":3},{"$f":"MATCH(AJ199,$A$107:$A$122,0)","v":4},{"$f":"MATCH(AK199,$A$107:$A$122,0)","v":5},{"$f":"MATCH(AL199,$A$107:$A$122,0)","v":7}]
[null,null,null,null,null,null,null,null,"(mm)",null,"(N/mm2)",null,"(―)",null,"(N/mm2)",null,null,"(N/mm2)",null,null,null,null,null,null,"(mm)",null,"(mm)",null,"(mm)",null,null,null,null,"No","要否","符号","柱短辺","Fc"]
[null,{"$f":"AH200","v":1},{"$f":"$K$105","v":"外柱"},null,"1階",null,{"$f":"IF($AI200=TRUE,AJ200,\"―\")","v":"C2o"},null,{"$f":"IF($AI200=TRUE,AK200,\"―\")","v":105},null,{"$f":"IF($AI200=TRUE,AL200,\"―\")","v":17.7},null,{"$f":"IF($AI200=TRUE,J135,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI200=TRUE,AB141,\"―\")","v":2.23},null,null,{"$f":"IF($AI200=TRUE,P163,\"―\")","v":0.92},null,null,{"$f":"IF($AI200=TRUE,AA163,\"―\")","v":0.42},null,{"$f":"IF($AI200=TRUE,IF(AND(R200>0,O200>=R200,M200<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI200=TRUE,AB135,\"―\")","v":67},null,{"$f":"IF($AI200=TRUE,W172,\"―\")","v":85},null,{"$f":"IF($AI200=TRUE,Q178,\"―\")","v":85},null,null,null,null,1,{"$f":"HLOOKUP($AH200,List_柱,AI$198,FALSE)","v":true},"C2o",105,17.7]
[null,{"$f":"AH201","v":2},{"$f":"$K$105","v":"外柱"},null,"1階",null,{"$f":"IF($AI201=TRUE,AJ201,\"―\")","v":"C1o"},null,{"$f":"IF($AI201=TRUE,AK201,\"―\")","v":105},null,{"$f":"IF($AI201=TRUE,AL201,\"―\")","v":17.7},null,{"$f":"IF($AI201=TRUE,J136,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI201=TRUE,AB142,\"―\")","v":2.23},null,null,{"$f":"IF($AI201=TRUE,P164,\"―\")","v":0.92},null,null,{"$f":"IF($AI201=TRUE,AA164,\"―\")","v":0.42},null,{"$f":"IF($AI201=TRUE,IF(AND(R201>0,O201>=R201,M201<=150),\"【OK】\",\"【NG】\"),\"―\")","v":"【OK】"},null,{"$f":"IF($AI201=TRUE,AB136,\"―\")","v":67},null,{"$f":"IF($AI201=TRUE,W173,\"―\")","v":85},null,{"$f":"IF($AI201=TRUE,Q179,\"―\")","v":85},null,null,null,null,2,true,"C1o",105,17.7]
[null,{"$f":"AH202","v":3},{"$f":"$O$105","v":"中柱"},null,"1階",null,{"$f":"IF($AI202=TRUE,AJ202,\"―\")","v":"C2i"},null,{"$f":"IF($AI202=TRUE,AK202,\"―\")","v":105},null,{"$f":"IF($AI202=TRUE,AL202,\"―\")","v":17.7},null,{"$f":"IF($AI202=TRUE,J137,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI202=TRUE,AB143,\"―\")","v":2.23},null,null,{"$f":"IF($AI202=TRUE,P165,\"―\")","v":0.57000000000000006},null,null,{"$f":"IF($AI202=TRUE,AA165,\"―\")","v":0.26},null,"【OK】",null,{"$f":"IF($AI202=TRUE,AB137,\"―\")","v":67},null,{"$f":"IF($AI202=TRUE,W174,\"―\")","v":76},null,{"$f":"IF($AI202=TRUE,Q180,\"―\")","v":76},null,null,null,null,3,true,"C2i",105,17.7]
[null,{"$f":"AH203","v":4},{"$f":"$O$105","v":"中柱"},null,"1階",null,{"$f":"IF($AI203=TRUE,AJ203,\"―\")","v":"C1i"},null,{"$f":"IF($AI203=TRUE,AK203,\"―\")","v":105},null,{"$f":"IF($AI203=TRUE,AL203,\"―\")","v":17.7},null,{"$f":"IF($AI203=TRUE,J138,\"―\")","v":95.52000000000001},null,{"$f":"IF($AI203=TRUE,AB144,\"―\")","v":2.23},null,null,{"$f":"IF($AI203=TRUE,P166,\"―\")","v":0.53},null,null,{"$f":"IF($AI203=TRUE,AA166,\"―\")","v":0.24000000000000002},null,"【OK】",null,{"$f":"IF($AI203=TRUE,AB138,\"―\")","v":67},null,{"$f":"IF($AI203=TRUE,W175,\"―\")","v":76},null,{"$f":"IF($AI203=TRUE,Q181,\"―\")","v":76},null,null,null,null,4,true,"C1i",105,17.7]
[]
[]
[null,"（参考）柱の小径の算定【H12国交告第1349号第1第1項 】",null,null,null,null,null,null,null,null,null,null,null,null,"de = (0.027 + 22.5・Wd／ℓ2)・ℓ",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"生値"]
[null,null,"2階柱",null,"de2","=",{"$f":"DispFormula(AI207)","v":"(0.027+22.5*3.86/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI207,1)","v":78.199999999999989},null,"(mm)",null,null,"≦",{"$f":"$AP$129","v":105},null,{"$f":"IF(P207<=V207,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W157/K129^2)*K129","v":78.195000000000007}]
[null,null,"1階柱",null,"de1","=",{"$f":"DispFormula(AI208)","v":"(0.027+22.5*3.86/2895^2)*2895"},null,null,null,null,null,null,null,"=",{"$f":"ROUNDUP(AI208,1)","v":78.199999999999989},null,"(mm)",null,null,"≦",{"$f":"$AP$130","v":105},null,{"$f":"IF(P208<=V208,\"【OK】\",\"【NG】\")","v":"【OK】"},null,null,null,null,null,null,null,null,null,null,{"$f":"(0.027+22.5*W158/K131^2)*K131","v":78.195000000000007}]

{"sheet":"荷重表 ","index":3,"n_rows":183,"n_cols":18,"rows_kept":183,"cut":false,"hidden":false,"merged":[[167,1,168,1],[62,2,66,2],[62,3,66,3],[62,7,66,7],[62,8,66,8],[68,2,72,2],[68,3,72,3],[68,7,72,7],[68,8,72,8],[110,2,113,2],[110,3,113,3],[110,7,113,7],[110,8,113,8],[121,4,122,5],[121,8,122,8],[124,3,126,3],[128,3,131,3],[133,8,136,8],[133,3,136,3],[121,3,122,3],[104,3,108,3],[124,8,126,8],[104,8,108,8],[90,1,118,1],[182,7,184,7],[182,8,184,8],[10,1,50,1],[124,1,163,1],[165,1,165,8],[159,7,163,7],[159,8,163,8],[175,7,176,7],[175,8,176,8],[178,7,180,7],[178,8,180,8],[143,7,146,7],[143,8,146,8],[148,7,151,7],[148,8,151,8],[153,7,157,7],[153,8,157,8],[128,7,131,7],[128,8,131,8],[133,7,136,7],[138,7,141,7],[138,8,141,8],[124,7,126,7],[34,7,38,7],[56,7,60,7],[56,8,60,8],[90,7,94,7],[90,8,94,8],[74,7,79,7],[74,8,79,8],[81,7,86,7],[81,8,86,8],[46,7,50,7],[46,8,50,8],[175,1,184,1],[170,1,173,1],[46,3,50,3],[28,2,32,2],[34,2,38,2],[40,2,44,2],[46,2,50,2],[56,3,60,3],[90,3,94,3],[96,3,97,3],[99,3,102,3],[81,3,86,3],[138,3,141,3],[143,3,146,3],[121,1,122,1],[121,2,122,2],[124,2,126,2],[128,2,131,2],[133,2,136,2],[138,2,141,2],[143,2,146,2],[178,3,180,3],[153,3,157,3],[159,3,163,3],[10,7,14,7],[10,8,14,8],[16,7,20,7],[16,8,20,8],[22,7,26,7],[22,8,26,8],[28,3,32,3],[34,3,38,3],[40,3,44,3],[40,7,44,7],[40,8,44,8],[28,7,32,7],[28,8,32,8],[34,8,38,8],[7,1,8,1],[7,3,8,3],[7,4,8,4],[7,5,8,5],[10,3,14,3],[16,3,20,3],[22,3,26,3],[7,2,8,2],[10,2,14,2],[16,2,20,2],[22,2,26,2],[175,3,176,3],[148,2,151,2],[153,2,157,2],[159,2,163,2],[175,2,176,2],[178,2,180,2],[182,2,184,2],[182,3,184,3],[148,3,151,3],[53,1,54,1],[53,2,54,2],[53,3,54,3],[53,4,54,5],[53,8,54,8],[88,1,88,8],[115,2,118,2],[115,3,118,3],[115,7,118,7],[115,8,118,8],[56,1,86,1],[56,2,60,2],[90,2,94,2],[96,2,97,2],[99,2,102,2],[74,2,79,2],[74,3,79,3],[81,2,86,2],[104,2,108,2],[104,7,108,7],[96,7,97,7],[96,8,97,8],[99,7,102,7],[99,8,102,8]]}
[null,"【固定荷重】"]
[null,null,null,"【凡例】　（令）：令84条　　（※1）：木造軸組工法住宅の許容応力度設計"]
[null,null,null,"　　　　　（※2）：木造住宅の耐震診断と補強方法　　 （※3）：荷重指針"]
[]
[null,null,null,"【単位重量】　石膏ボード：8.0kN/㎥、　構造用合板：6.0kN/㎥"]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,"kN/㎥"]
[null,"分類","No","仕様名","構成部材","（凡例）","荷重","合計","丸め値",null,null,null,"材料","厚み","比重","重量",null,"備考"]
[null,null,null,null,null,null,"(N/㎡)","(N/㎡)",50,null,null,null,"せっこうボード",9.5,8,80,"N/㎡","石膏ボード工業会（γ=0.65～0.90）"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"N10*O10","v":0}]
[null,"屋根",1,"【標準】\n瓦屋根（ふき土無）","瓦葺き（下地・垂木を含む）","（令）",640,{"$f":"SUM(G11:G15)","v":970},{"$f":"IF(H11=\"\",\"\",IF(H11=0,0,IF($I$9=0,H11,CEILING(H11+10,$I$9))))","v":1000},null,null,null,"せっこうボード",12.5,8,100,"N/㎡","石膏ボード工業会（γ=0.65～0.90）"]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200,null,null,null,null,null,"せっこうボード",15,8,120,"N/㎡","石膏ボード工業会（γ=0.65～0.90）"]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80,null,null,null,null,null,"強化せっこうボード",12.5,9,120,"N/㎡","石膏ボード工業会（γ=0.75～0.95）"]
[null,null,null,null,null,null,null,null,null,null,null,null,"強化せっこうボード",15,9,120,"N/㎡","石膏ボード工業会（γ=0.75～0.95）"]
[null,null,null,null,null,null,null,null,{"$f":"IF(H16=\"\",\"\",IF(H16=0,0,IF($I$9=0,H16,CEILING(H16+10,$I$9))))","v":""}]
[null,null,2,"【標準】\nスレート屋根","厚型スレート葺き（下地・垂木を含む）","（令）",440,{"$f":"SUM(G17:G21)","v":770},{"$f":"IF(H17=\"\",\"\",IF(H17=0,0,IF($I$9=0,H17,CEILING(H17+10,$I$9))))","v":800},null,null,null,"構造用合板",9,7,70,"N/㎡","γ=6.0～7.0程度"]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200,null,null,null,null,null,"構造用合板",12,7,90,"N/㎡","γ=6.0～7.0程度"]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80,null,null,null,null,null,"窯業系サイディング",null,null,200,"N/㎡"]
[null,null,null,null," ",null,null,null,null,null,null,null,"金属系サイディング",null,null,50,"N/㎡"]
[null,null,null,null,null,null,null,null,""]
[null,null,3,"【標準】\n金属板ぶき","鉄板かわら棒葺き（下地・垂木を含む）","（令）",200,{"$f":"SUM(G23:G27)","v":530},{"$f":"IF(H23=\"\",\"\",IF(H23=0,0,IF($I$9=0,H23,CEILING(H23+10,$I$9))))","v":550},null,null,null,"外壁タイル",null,null,300,"N/㎡"]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200,null,null,null,null,null,"根太",null,4,40,"N/㎡","45mm x 60mm x 4kN/㎥ / @300 =36"]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80,null,null,null,null,null,"野地板",12,6,80,"N/㎡"]
[null,null,null,null,null,null,null,null,null,null,null,null,"垂木",null,4,30,"N/㎡","45mm x 45mm x 4kN/㎥ / @300 =30"]
[null,null,null,null,null,null,null,null,""]
[null,null,4,"【45分準耐】\n瓦屋根（ふき土無）","瓦葺き（下地・垂木を含む）","（令）",640,{"$f":"SUM(G29:G33)","v":1050},{"$f":"IF(H29=\"\",\"\",IF(H29=0,0,IF($I$9=0,H29,CEILING(H29+10,$I$9))))","v":1100},null,null,null,"スレート",null,null,200,"N/㎡"]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200,null,null,null,null,null,"ケイ酸カルシウム板",12,10,120,"N/㎡","チヨダセラ（γ=0.8と1.0の商品有）"]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5x2、γ =8.0）",null,160]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,5,"【45分準耐】\nスレート屋根","厚型スレート葺き（下地・垂木を含む）","（令）",440,{"$f":"SUM(G35:G39)","v":850},{"$f":"IF(H35=\"\",\"\",IF(H35=0,0,IF($I$9=0,H35,CEILING(H35+10,$I$9))))","v":900},null,null,null,"（※1）ではスレート葺き（下地・垂木を含む）：340N/㎡"]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5x2、γ =8.0）",null,160]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,6,"【45分準耐】\n金属板ぶき","鉄板かわら棒葺き（下地・垂木を含む）","（令）",200,{"$f":"SUM(G41:G45)","v":610},650]
[null,null,null,null,"小屋組（母屋・桁行つなぎ材を含む）","（※1）",200]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5x2、γ =8.0）",null,160]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,7,"【任意仕様1】",null,null,null,{"$f":"SUM(G47:G51)","v":0},0]
[]
[]
[]
[]
[]
[]
[null,"分類","No","仕様名","構成部材",null,"荷重","合計","丸め値"]
[null,null,null,null,null,null,"(N/㎡)","(N/㎡)"]
[]
[null,"床",11,"【標準】\n居室\n（板張り）","板張り（根太を含む）","（令）",150,{"$f":"SUM(G57:G61)","v":450},{"$f":"IF(H57=\"\",\"\",IF(H57=0,0,IF($I$9=0,H57,CEILING(H57+10,$I$9))))","v":500}]
[null,null,null,null,"床ばり（スパン6m以下）","（令）",170]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80]
[]
[null,null,null,null,null,null,null,null,{"$f":"IF(H62=\"\",\"\",IF(H62=0,0,IF($I$9=0,H62,CEILING(H62+10,$I$9))))","v":""}]
[null,null,12,"【標準】\n居室\n（板張り+畳敷き）","板張り+畳敷き（5：5の加重平均）",null,245,{"$f":"SUM(G63:G67)","v":545},{"$f":"IF(H63=\"\",\"\",IF(H63=0,0,IF($I$9=0,H63,CEILING(H63+10,$I$9))))","v":600}]
[null,null,null,null,"床ばり（スパン6m以下）","（令）",170]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,13,"【標準】\n居室\n（畳敷き）","畳敷き","（令）",340,{"$f":"SUM(G69:G73)","v":640},{"$f":"IF(H69=\"\",\"\",IF(H69=0,0,IF($I$9=0,H69,CEILING(H69+10,$I$9))))","v":650}]
[null,null,null,null,"床ばり（スパン6m以下）","（令）",170]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5、γ =8.0）",null,80]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,14,"【45分準耐】\n居室（板張り）","フローリング（t=12.0、γ =7.0）","（※3）",90,{"$f":"SUM(G75:G80)","v":620},{"$f":"IF(H75=\"\",\"\",IF(H75=0,0,IF($I$9=0,H75,CEILING(H75+10,$I$9))))","v":650}]
[null,null,null,null,"構造用合板（t=24.0）（根太無し）",null,150]
[null,null,null,null,"床ばり（スパン6m以下）","（令）",170]
[null,null,null,null,"天井吊り材","（※3）",50]
[null,null,null,null,"せっこうボード（t=9.5x2、γ =8.0）",null,160]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,15,"【任意仕様2】",null,null,null,{"$f":"SUM(G82:G87)","v":0},{"$f":"IF(H82=\"\",\"\",IF(H82=0,0,IF($I$9=0,H82,CEILING(H82+10,$I$9))))","v":0}]
[]
[]
[]
[]
[]
[]
[]
[]
[null,"その他",21,"バルコニー","防水材",null,100,{"$f":"SUM(G91:G95)","v":670},{"$f":"IF(H91=\"\",\"\",IF(H91=0,0,IF($I$9=0,H91,CEILING(H91+10,$I$9))))","v":700}]
[null,null,null,null,"構造用合板（t=12x2）（下地・根太を含む）",null,250]
[null,null,null,null,"床ばり（スパン6m以下）","（令）",170]
[null,null,null,null,"軒天井（合板又はせっこうボード）（下地を含む）","（令）",150]
[]
[null,null,null,null,null,null,null,null,{"$f":"IF(H96=\"\",\"\",IF(H96=0,0,IF($I$9=0,H96,CEILING(H96+10,$I$9))))","v":""}]
[null,null,22,"小規模な小屋裏物置\n（床下・天井裏）","床補強",null,250,{"$f":"SUM(G97:G98)","v":250},300]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,23,"ロフト","板張り（根太を含む）","（令）",150,{"$f":"SUM(G100:G103)","v":400},450]
[null,null,null,null,"床ばり（スパン4m以下）","（令）",100]
[null,null,null,null,"天井（合板又はせっこうボード）（下地を含む）","（令）",150]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,24,"【任意仕様3】",null,null,null,{"$f":"SUM(G105:G109)","v":0},0]
[]
[]
[]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,25,"【任意仕様4】",null,null,null,{"$f":"SUM(G111:G114)","v":0},0]
[]
[]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,26,"【任意仕様5】",null,null,null,{"$f":"SUM(G116:G119)","v":0},0]
[]
[]
[]
[]
[]
[null,"分類","No","仕様名","構成部材",null,"荷重","合計","丸め値"]
[null,null,null,null,null,null,"(N/㎡)","(N/㎡)"]
[]
[null,"外壁",31,"【標準】\n土塗り壁等","土塗り壁（上塗りとも、厚6.5㎜）",null,850,{"$f":"SUM(G125:G127)","v":1000},{"$f":"IF(H125=\"\",\"\",IF(H125=0,0,IF($I$9=0,H125,CEILING(H125+10,$I$9))))","v":1050}]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,32,"【標準】\nモルタル等","モルタル壁","（令）",640,{"$f":"SUM(G129:G132)","v":890},900]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード",null,100]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,33,"【標準】\n窯業系サイディング","窯業系サイディング",null,350,{"$f":"SUM(G134:G137)","v":600},650]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード",null,100]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,34,"【標準】\n金属板張","金属板張",null,250,{"$f":"SUM(G139:G142)","v":500},550]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード",null,100]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,35,"【標準】\n下見板張","下見板張り","（令）",100,{"$f":"SUM(G144:G147)","v":350},400]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード",null,100]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,36,"【45分準耐】\n窯業系サイディング","窯業系サイディング（下地を含む）",null,350,{"$f":"SUM(G149:G152)","v":680},700]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード（t=9.5+12.5、γ =8.0）",null,180]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,37,"【45分準耐】\n金属板張","金属板張又は金属系サイディング",null,50,{"$f":"SUM(G154:G158)","v":480},500]
[null,null,null,null,"せっこうボード（t=12.5、γ =8.0）",null,100]
[null,null,null,null,"軸組（柱・間柱・筋交いを含む）","（令）",150]
[null,null,null,null,"せっこうボード（t=9.5+12.5、γ =8.0）",null,180]
[]
[null,null,null,null,null,null,null,null,""]
[null,null,38,"【任意仕様6】",null,null,null,{"$f":"SUM(G160:G164)","v":0},0]
[]
[]
[]
[]
[]
[]
[]
[null,"内壁",41,"せっこうボード\n（床面積1㎡当たり）","せっこうボード（床面積当たりの重量）",null,350,{"$f":"SUM(G168)","v":350},"―"]
[null,null,42,"【任意仕様7】",null,null,null,{"$f":"G169","v":0},"―"]
[]
[null,"開口部",43,"トリプルガラス樹脂","トリプルガラス樹脂",null,400,{"$f":"G171","v":400},"―"]
[null,null,44,"ペアガラス樹脂","ペアガラス樹脂",null,320,{"$f":"G172","v":320},"―"]
[null,null,45,"ペアガラス樹脂\nアルミ複合","ペアガラス樹脂アルミ複合",null,250,{"$f":"G173","v":250},"―"]
[null,null,46,"【任意仕様8】",null,null,null,{"$f":"G174","v":0},"―"]
[]
[null,"断熱",47,"天井断熱","GW24K（24kg/㎥）400㎜",null,100,{"$f":"SUM(G176:G177)","v":100},"―"]
[]
[]
[null,null,48,"壁断熱材","GW24K（24kg/㎥）170㎜",null,40,{"$f":"SUM(G179:G181)","v":70},"―"]
[null,null,null,null,"胴縁",null,30]
[]
[]
[null,null,49,"【任意仕様9】",null,null,null,{"$f":"SUM(G183:G185)","v":0},"―"]

{"sheet":"更新履歴","index":4,"n_rows":2,"n_cols":3,"rows_kept":2,"cut":false,"hidden":false,"merged":[]}
["日付","Ver","備考"]
["2025-12-08",1,"ホームページ公開用"]

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[null,null,null,null,null,null,null,null,"H12年建告第1452号"]
[null,null,null,null,null,null,null,null,"一　製材の日本農林規格（平成19年農林水産省告示第1083号）に適合する構造用製材（ただし、円柱類にあってはすぎ、からまつ及びひのきに限る。）の目視等級区分によるもの"]
[null,"区分","目視等級区分",null,null,null,"検索用","検索用","樹種","基準強度"]
[null,null,"樹種","等級",null,null,null,null,null,"No","等級","Fc"]
[null,"目視等級区分","あかまつ","一級",null,null,{"$f":"J5&K5","v":"1一級"},{"$f":"IF(I5=\"\",\"\",$B$5&\"_\"&I5)","v":"目視等級区分_あかまつ"},"あかまつ",1,"一級",27]
[null,"機械等級区分","べいまつ","二級",null,null,{"$f":"J6&K6","v":"1二級"},{"$f":"IF(I6=\"\",\"\",$B$5&\"_\"&I6)","v":""},null,1,"二級",16.8]
[null,"無等級材","からまつ","三級",null,null,"1三級","",null,1,"三級",11.4]
[null,"同一等級構成集成材","ダフリカからまつ",null,null,null,"2一級","目視等級区分_べいまつ","べいまつ",{"$f":"J5+1","v":2},"一級",27]
[null,"Ａ種構造用単板積層材","ひば",null,null,null,"2二級","",null,{"$f":"J6+1","v":2},"二級",18]
[null,"対称異等級構成集成材","ひのき",null,null,null,"2三級","",null,2,"三級",13.8]
[null,null,"べいつが",null,null,null,"3一級","目視等級区分_からまつ","からまつ",3,"一級",23.4]
[null,null,"えぞまつ",null,null,null,"3二級","",null,3,"二級",20.399999999999999]
[null,null,"とどまつ",null,null,null,"3三級","",null,3,"三級",18.600000000000001]
[null,null,"すぎ",null,null,null,"4一級","目視等級区分_ダフリカからまつ","ダフリカからまつ",4,"一級",28.8]
[null,null,null,null,null,null,"4二級","",null,4,"二級",25.2]
[null,null,null,null,null,null,"4三級","",null,4,"三級",22.2]
[null,null,null,null,null,null,"5一級","目視等級区分_ひば","ひば",5,"一級",28.2]
[null,null,null,null,null,null,"5二級","",null,5,"二級",27.6]
[null,null,null,null,null,null,"5三級","",null,5,"三級",23.4]
[null,null,null,null,null,null,"6一級","目視等級区分_ひのき","ひのき",6,"一級",30.6]
[null,null,null,null,null,null,"6二級","",null,6,"二級",27]
[null,null,null,null,null,null,"6三級","",null,6,"三級",23.4]
[null,null,null,null,null,null,"7一級","目視等級区分_べいつが","べいつが",7,"一級",21]
[null,null,null,null,null,null,"7二級","",null,7,"二級",21]
[null,null,null,null,null,null,"7三級","",null,7,"三級",17.399999999999999]
[null,null,null,null,null,null,"8一級","目視等級区分_えぞまつ","えぞまつ",8,"一級",27]
[null,null,null,null,null,null,"8二級","目視等級区分_とどまつ","とどまつ",8,"二級",22.8]
[null,null,null,null,null,null,"8三級","",null,8,"三級",13.8]
[null,null,null,null,null,null,"9一級","目視等級区分_すぎ","すぎ",9,"一級",21.6]
[null,null,null,null,null,null,"9二級","",null,9,"二級",20.399999999999999]
[null,null,null,null,null,null,"9三級","",null,9,"三級",18]
[]
[null,null,null,null,null,null,null,null,"二　製材の日本農林規格に適合する構造用製材（ただし、円柱類にあってはすぎ、からまつ及びひのきに限る。）の機械等級区分によるもの"]
[null,null,"機械等級区分",null,null,null,"検索用","検索用","樹種","基準強度"]
[null,null,"樹種","等級",null,null,null,null,null,"No","等級","Fc"]
[null,null,"あかまつ","E50",null,null,{"$f":"J36&K36","v":"11E70"},{"$f":"IF(I36=\"\",\"\",$B$6&\"_\"&I36)","v":"機械等級区分_あかまつ"},"あかまつ",11,"E70",9.6,null,"あかまつ\nべいまつ\nダフリカからまつ\nべいつが\nえぞまつ\nとどまつ"]
[null,null,"べいまつ","E70",null,null,{"$f":"J37&K37","v":"11E90"},{"$f":"IF(I37=\"\",\"\",$B$6&\"_\"&I37)","v":"機械等級区分_べいまつ"},"べいまつ",11,"E90",16.8]
[null,null,"ダフリカからまつ","E90",null,null,"11E110","機械等級区分_ダフリカからまつ","ダフリカからまつ",11,"E110",24.6]
[null,null,"べいつが","E110",null,null,"11E130","機械等級区分_べいつが","べいつが",11,"E130",31.8]
[null,null,"えぞまつ","E130",null,null,"11E150","機械等級区分_えぞまつ","えぞまつ",11,"E150",39]
[null,null,"とどまつ","E150",null,null,"11―","機械等級区分_とどまつ","とどまつ",11,"―","―"]
[null,null,"からまつ",null,null,null,"12E50","機械等級区分_からまつ","からまつ",12,"E50",11.4,null,"からまつ\nひのき\nひば"]
[null,null,"ひのき",null,null,null,"12E70","機械等級区分_ひのき","ひのき",12,"E70",18]
[null,null,"ひば",null,null,null,"12E90","機械等級区分_ひば","ひば",12,"E90",24.6]
[null,null,"すぎ",null,null,null,"12E110","",null,12,"E110",31.2]
[null,null,null,null,null,null,"12E130","",null,12,"E130",37.799999999999997]
[null,null,null,null,null,null,"12E150","",null,12,"E150",44.4]
[null,null,null,null,null,null,"13E50","機械等級区分_すぎ","すぎ",13,"E50",19.2]
[null,null,null,null,null,null,"13E70","",null,13,"E70",23.4]
[null,null,null,null,null,null,"13E90","",null,13,"E90",28.2]
[null,null,null,null,null,null,{"$f":"J51&K51","v":"13E110"},"",null,13,"E110",32.4]
[null,null,null,null,null,null,"13E130","",null,13,"E130",37.200000000000003]
[null,null,null,null,null,null,"13E150","",null,13,"E150",41.4]
[]
[null,null,null,null,null,null,null,null,"五　無等級材（日本農林規格に定められていない木材をいう。）"]
[null,null,"無等級材",null,null,null,"検索用","検索用","樹種","基準強度"]
[null,null,"樹種","等級",null,null,null,null,null,"No","―","Fc"]
[null,null,"あかまつ","―",null,null,{"$f":"J58&K58","v":"21―"},{"$f":"IF(I58=\"\",22,$B$7&\"_\"&I58)","v":"無等級材_あかまつ"},"あかまつ",21,"―",22.2,null,"あかまつ\nくろまつ\nべいまつ"]
[null,null,"くろまつ",null,null,null,null,{"$f":"IF(I59=\"\",22,$B$7&\"_\"&I59)","v":"無等級材_くろまつ"},"くろまつ",21]
[null,null,"べいまつ",null,null,null,null,"無等級材_べいまつ","べいまつ",21]
[null,null,"からまつ",null,null,null,"22―","無等級材_からまつ","からまつ",22,"―",20.7,null,"からまつ\nひば\nひのき\nべいひ\nべいひば"]
[null,null,"ひば",null,null,null,null,"無等級材_ひば","ひば",22]
[null,null,"ひのき",null,null,null,null,"無等級材_ひのき","ひのき",22]
[null,null,"べいひ",null,null,null,null,"無等級材_べいひ","べいひ",22]
[null,null,"べいひば",null,null,null,null,"無等級材_べいひば","べいひば",22]
[null,null,"つが",null,null,null,"23―","無等級材_つが","つが",23,"―",19.2,null,"つが\nべいつが"]
[null,null,"べいつが",null,null,null,null,"無等級材_べいつが","べいつが",23]
[null,null,"もみ",null,null,null,"24―","無等級材_もみ","もみ",24,"―",17.7,null,"もみ\nえぞまつ\nとどまつ\nべにまつ\nすぎ\nべいすぎ\nスプルース"]
[null,null,"えぞまつ",null,null,null,null,"無等級材_えぞまつ","えぞまつ",24]
[null,null,"とどまつ",null,null,null,null,"無等級材_とどまつ","とどまつ",24]
[null,null,"べにまつ",null,null,null,null,"無等級材_べにまつ","べにまつ",24]
[null,null,"すぎ",null,null,null,null,"無等級材_すぎ","すぎ",24]
[null,null,"べいすぎ",null,null,null,null,"無等級材_べいすぎ","べいすぎ",24]
[null,null,"スプルース",null,null,null,null,"無等級材_スプルース","スプルース",24]
[null,null,"かし",null,null,null,"25―","無等級材_かし","かし",25,"―",27,null,"かし"]
[null,null,"くり",null,null,null,"26―","無等級材_くり","くり",26,"―",21,null,"くり\nなら\nぶな\nけやき"]
[null,null,"なら",null,null,null,null,"無等級材_なら","なら",26]
[null,null,"ぶな",null,null,null,null,"無等級材_ぶな","ぶな",26]
[null,null,"けやき",null,null,null,null,"無等級材_けやき","けやき",26]
[]
[null,null,null,null,null,null,null,null,"平成13年6月12日国土交通省告示第1024号(2) 特殊な許容応力度及び特殊な材料強度を定める件(2)"]
[null,null,null,null,null,null,null,null,"表四　同一等級構成集成材の圧縮、引張り及び曲げの基準強度"]
[null,null,"同一等級構成集成材",null,null,null,"検索用","検索用","ひき板の\n積層数","基準強度",null,null,"Ft","Fb"]
[null,null,"ひき板積層数","等級",null,null,null,null,null,"No","強度等級","Fc",null,null,"（それぞれ数値に、集成材の厚さ方向の辺長（単位　ミリメートル）が対応する集成材規格第5条表26（等級が同じひき板で構成された内層特殊構成集成材にあっては表33）の左欄の区分に応じて、同表右欄に掲げる数値を乗じたものとする。）"]
[null,null,"4層以上","E190－F615",null,null,{"$f":"J85&K85","v":"31E190－F615"},{"$f":"IF(I85=\"\",\"\",$B$8&\"_\"&I85)","v":"同一等級構成集成材_4層以上"},"4層以上",31,"E190－F615",50.3,43.9,61.5]
[null,null,"3層","E170－F540",null,null,{"$f":"J86&K86","v":"31E170－F540"},{"$f":"IF(I86=\"\",\"\",$B$8&\"_\"&I86)","v":""},null,31,"E170－F540",44.6,38.9,54]
[null,null,"2層","E150－F465",null,null,"31E150－F465","",null,31,"E150－F465",39.200000000000003,34.200000000000003,46.5]
[null,null,null,"E135－F405",null,null,"31E135－F405","",null,31,"E135－F405",33.4,29.2,40.5]
[null,null,null,"E120－F375",null,null,"31E120－F375","",null,31,"E120－F375",30.1,26.3,37.5]
[null,null,null,"E105－F345",null,null,"31E105－F345","",null,31,"E105－F345",28.1,24.5,34.5]
[null,null,null,"E95－F315",null,null,"31E95－F315","",null,31,"E95－F315",26,22.7,31.5]
[null,null,null,"E85－F300",null,null,"31E85－F300","",null,31,"E85－F300",24.3,21.2,30]
[null,null,null,"E75－F270",null,null,"31E75－F270","",null,31,"E75－F270",22.3,19.399999999999999,27]
[null,null,null,"E35－F255",null,null,"31E35－F255","",null,31,"E35－F255",20.6,18,25.5]
[null,null,null,"E55－F225",null,null,"31E55－F225","",null,31,"E55－F225",18.600000000000001,16.2,22.5]
[null,null,null,"E190－F555",null,null,"32E190－F555","同一等級構成集成材_3層","3層",32,"E190－F555",45.8,40.299999999999997,55.5]
[null,null,null,"E170－F495",null,null,"32E170－F495","",null,32,"E170－F495",40.5,35.6,49.5]
[null,null,null,"E150－F435",null,null,"32E150－F435","",null,32,"E150－F435",35.6,31.4,43.5]
[null,null,null,"E135－F375",null,null,"32E135－F375","",null,32,"E135－F375",30.4,26.7,37.5]
[null,null,null,"E120－F330",null,null,"32E120－F330","",null,32,"E120－F330",27.4,24.1,33]
[null,null,null,"E105－F300",null,null,"32E105－F300","",null,32,"E105－F300",25.5,22.4,30]
[null,null,null,"E95－F285",null,null,"32E95－F285","",null,32,"E95－F285",23.6,20.8,18.5]
[null,null,null,"E85－F270",null,null,"32E85－F270","",null,32,"E85－F270",22.1,19.5,27]
[null,null,null,"E75－F255",null,null,"32E75－F255","",null,32,"E75－F255",20.3,17.8,25.5]
[null,null,null,"E65－F240",null,null,"32E65－F240","",null,32,"E65－F240",18.8,16.5,24]
[null,null,null,"E55－F225",null,null,"32E55－F225","",null,32,"E55－F225",16.899999999999999,14.9,22.5]
[null,null,null,"E190－F510",null,null,"33E190－F510","同一等級構成集成材_2層","2層",33,"E190－F510",45.8,36.6,51]
[null,null,null,"E170－F450",null,null,"33E170－F450","",null,33,"E170－F450",40.5,32.4,45]
[null,null,null,"E150－F390",null,null,"33E150－F390","",null,33,"E150－F390",35.6,28.5,39]
[null,null,null,"E135－F345",null,null,"33E135－F345","",null,33,"E135－F345",30.4,24.3,34.5]
[null,null,null,"E120－F300",null,null,"33E120－F300","",null,33,"E120－F300",27.4,21.9,30]
[null,null,null,"E105－F285",null,null,"33E105－F285","",null,33,"E105－F285",25.5,20.399999999999999,28.5]
[null,null,null,"E95－F270",null,null,"33E95－F270","",null,33,"E95－F270",23.6,18.899999999999999,27]
[null,null,null,"E85－F255",null,null,"33E85－F255","",null,33,"E85－F255",22.1,17.7,25.5]
[null,null,null,"E75－F240",null,null,"33E75－F240","",null,33,"E75－F240",20.3,16.2,24]
[null,null,null,"E65－F225",null,null,"33E65－F225","",null,33,"E65－F225",18.8,15,22.5]
[null,null,null,"E55－F200",null,null,"33E55－F200","",null,33,"E55－F200",16.899999999999999,13.5,20]
[]
[null,null,null,null,null,null,null,null,"表六　Ａ種構造用単板積層材の圧縮、引張り及び曲げの基準強度"]
[null,null,"Ａ種構造用単板積層材",null,null,null,"検索用","検索用","曲げヤング\n係数区分","基準強度"]
[null,null,"曲げヤング係区分","等級",null,null,null,null,null,"No","等級","圧縮基準強度Fc（N/mm２）"]
[null,null,"180E","特級",null,null,{"$f":"J122&K122","v":"41特級"},{"$f":"IF(I122=\"\",\"\",$B$9&\"_\"&I122)","v":"Ａ種構造用単板積層材_180E"},"180E",41,"特級",46.8]
[null,null,"160E","一級",null,null,{"$f":"J123&K123","v":"41一級"},{"$f":"IF(I123=\"\",\"\",$B$9&\"_\"&I123)","v":""},null,41,"一級",45]
[null,null,"140E","二級",null,null,"41二級","",null,41,"二級",42]
[null,null,"120E",null,null,null,"42特級","Ａ種構造用単板積層材_160E","160E",{"$f":"J122+1","v":42},"特級",41.4]
[null,null,"110E",null,null,null,"42一級","",null,{"$f":"J123+1","v":42},"一級",40.200000000000003]
[null,null,"100E",null,null,null,"42二級","",null,42,"二級",37.200000000000003]
[null,null,"90E",null,null,null,"43特級","Ａ種構造用単板積層材_140E","140E",43,"特級",36]
[null,null,"80E",null,null,null,"43一級","",null,43,"一級",34.799999999999997]
[null,null,"70E",null,null,null,"43二級","",null,43,"二級",32.4]
[null,null,"60E",null,null,null,"44特級","Ａ種構造用単板積層材_120E","120E",44,"特級",31.2]
[null,null,"50E",null,null,null,"44一級","",null,44,"一級",30]
[null,null,null,null,null,null,"44二級","",null,44,"二級",27.6]
[null,null,null,null,null,null,"45特級","Ａ種構造用単板積層材_110E","110E",45,"特級",28.2]
[null,null,null,null,null,null,"45一級","",null,45,"一級",27]
[null,null,null,null,null,null,"45二級","",null,45,"二級",25.8]
[null,null,null,null,null,null,"46特級","Ａ種構造用単板積層材_100E","100E",46,"特級",25.8]
[null,null,null,null,null,null,"46一級","",null,46,"一級",25.2]
[null,null,null,null,null,null,"46二級","",null,46,"二級",23.4]
[null,null,null,null,null,null,"47特級","Ａ種構造用単板積層材_90E","90E",47,"特級",23.4]
[null,null,null,null,null,null,"47一級","",null,47,"一級",22.8]
[null,null,null,null,null,null,"47二級","",null,47,"二級",21]
[null,null,null,null,null,null,"48特級","Ａ種構造用単板積層材_80E","80E",48,"特級",21]
[null,null,null,null,null,null,"48一級","",null,48,"一級",19.8]
[null,null,null,null,null,null,"48二級","",null,48,"二級",18.600000000000001]
[null,null,null,null,null,null,"49特級","Ａ種構造用単板積層材_70E","70E",49,"特級",18]
[null,null,null,null,null,null,"49一級","",null,49,"一級",17.399999999999999]
[null,null,null,null,null,null,"49二級","",null,49,"二級",16.2]
[null,null,null,null,null,null,"50特級","Ａ種構造用単板積層材_60E","60E",50,"特級",15.6]
[null,null,null,null,null,null,"50一級","",null,50,"一級",15]
[null,null,null,null,null,null,"50二級","",null,50,"二級",13.8]
[null,null,null,null,null,null,"51特級","Ａ種構造用単板積層材_50E","50E",51,"特級",12.7]
[null,null,null,null,null,null,"51一級","",null,51,"一級",12.3]
[null,null,null,null,null,null,"51二級","",null,51,"二級",11.1]
[]
[null,null,null,null,null,null,null,null,"表一　対称異等級構成集成材（特定対称異等級構成集成材を除く。）"]
[null,null,"対称異等級構成集成材",null,null,null,"検索用","検索用","区分","基準強度",null,null,"Ft","Fb",null,null,"積層方向（それぞれの数値に、集成材の厚さ方向の辺長（単位　ミリメートル）が対応する集成材規格第5条表18（等級が異なるひき板で構成された内層特殊構成集成材にあっては表32）の左欄の区分に応じて、同表右欄に掲げる数値を乗じたものとする。）"]
[null,null,"区分","強度等級",null,null,null,null,null,"No","強度等級","Fc",null,"積層方向","幅方向"]
[null,null,"―","E170－F495",null,null,{"$f":"J159&K159","v":"61E170－F495"},{"$f":"IF(I159=\"\",\"\",$B$10&\"_\"&I159)","v":"対称異等級構成集成材_―"},"―",61,"E170－F495",38.4,33.5,49.5,35.4]
[null,null,null,"E150－F435",null,null,{"$f":"J160&K160","v":"61E150－F435"},{"$f":"IF(I160=\"\",\"\",$B$10&\"_\"&I160)","v":""},null,61,"E150－F435",33.4,29.2,43.5,3.6]
[null,null,null,"E135－F375",null,null,"61E135－F375","",null,61,"E135－F375",29.7,25.9,37.5,27.6]
[null,null,null,"E120－F330",null,null,"61E120－F330","",null,61,"E120－F330",25.9,22.4,33,24]
[null,null,null,"E105－F300",null,null,"61E105－F300","",null,61,"E105－F300",23.2,20.2,30,21.6]
[null,null,null,"E95－F270",null,null,"61E95－F270","",null,61,"E95－F270",21.7,18.899999999999999,27,20.399999999999999]
[null,null,null,"E85－F255",null,null,"61E85－F255","",null,61,"E85－F255",19.5,17,25.5,18]
[null,null,null,"E75－F240",null,null,"61E75－F240","",null,61,"E75－F240",17.600000000000001,15.3,24,15.6]
[null,null,null,"E65－F225",null,null,"61E65－F225","",null,61,"E65－F225",16.7,14.6,22.5,15]
[null,null,null,"E65－F220",null,null,"61E65－F220","",null,61,"E65－F220",15.3,13.4,22,12.6]
[null,null,null,"E55－F200",null,null,"61E55－F200","",null,61,"E55－F200",13.3,11.6,20,10.199999999999999]