{"text_format":"3","workbook":"xls","n_sheets":8,"sheets":["屋面均布活荷载","单位换算","钢筋混凝土结构伸缩缝最大间距","参数查询-钢筋混凝土轴心受压构件的稳定系数","钢筋面积表(板筋每米宽面积)","钢筋面积表(纵筋单排最大根数)","钢筋面积表(纵筋总截面积)","钢筋面积表(纵筋总截面积(2))"],"not_rendered":{"images":2,"external_links":1,"defined_names":23},"read":"whole","date_system":"1900","formulas":"cached_only"}

{"sheet":"屋面均布活荷载","index":0,"n_rows":8,"n_cols":6,"rows_kept":8,"merged":[[0,0,0,5],[1,0,2,0],[1,1,2,1],[7,0,21,5]],"flags":["formulas_cached_only"]}
["屋面均布活荷载"]
["项次","类  别","标准值","组合值","频遇值","准永久值"]
[null,null,"kN/m2","系数Ψc","系数Ψf","系数Ψq"]
[1,"不上人",0.5,0.7,0.5,0]
[2,"上人",2,0.7,0.5,0.4]
[3,"屋面花园",3,0.7,0.6,0.5]
[]
["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]

{"sheet":"单位换算","index":1,"n_rows":56,"n_cols":4,"rows_kept":56,"merged":[[0,0,0,3],[7,0,7,3],[14,0,14,3],[21,0,21,3],[28,0,28,3],[35,0,35,3],[42,0,42,3],[49,0,49,3],[50,0,50,3],[51,0,51,3],[52,0,52,3],[53,0,53,3],[54,0,54,3],[55,0,55,3]],"flags":["formulas_cached_only"]}
["长度单位换算"]
["米(m)","厘米(cm)","英寸(in)","英尺(ft)"]
[1,"1x102",39.3701,3.28084]
["1x10-2",1,"3.97301x10-1","3.28084x10-2"]
["2.54x10-2",2.54,1,"8.33333x10-2"]
["3.048x10-1",30.48,12,1]
[]
["面积单位换算"]
["平方米\n(m2)","平方厘米\n(cm2)","平方英寸\n(in2)","平方英尺\n(ft2)"]
[1,"1x104",1550,10.7639]
["1x10-4",1,"1.550x10-1","1.07639x10-4"]
["6.4516x10-4",6.4516,1,"6.94444x10-2"]
["9.29030x10-1",929.03,144,1]
[]
["体积单位换算"]
["平方米\n(m3)","平方厘米\n(cm3)","平方英寸\n(in3)","平方英尺\n(ft3)"]
[1,"1x106",61023.7,35.3147]
["1x10-6",1,"6.10237x10-2","3.53147x10-5"]
["1.63871x10-5",16.3871,1,"5.78704x10-4"]
["2.83168x10-2",28316.8,1728,1]
[]
["惯性单位换算"]
["四次方米\n(m4)","四次方厘米\n(cm4)","英寸4\n(in4)","英尺4\n(ft4)"]
[1,"1x108",2402510,115.862]
["1x10-8",1,"2.40251x10-2","1.15862x10-6"]
["4.16231x10-7",41.6321,1,"4.82253x10-5"]
["8.63097x10-3",863097,20736,1]
[]
["力单位换算"]
["牛顿(N)","千克力(kgf)","磅力(1bf)","英吨力(tonf)"]
[1,"1.01972x10-1","2.24809x10-1","1.00364x10-4"]
[9.80665,1,2.20462,"9.84207x10-4"]
[4.44822,"4.53592x10-1",1,"4.46429x10-4"]
[9964.02,1016.05,2240,1]
[]
["力矩单位换算"]
["牛顿米\n(N·m)","千克力米\n(kgf·m)","磅力英寸\n(1bf·in)","磅力英尺\n(1bf·ft)"]
[1,"1.01972x10-1",8.85075,"7.37562x10-1"]
[9.80665,1,86.7692,7.23301]
["1.12985x10-1","1.15212x10-2",1,"8.33333x10-2"]
[1.35582,"1.38255x10-1",12,1]
[]
["压强、应力、强度单位换算"]
["帕斯卡(Pa)","千克力每平方厘米","磅力每平方英寸(1bf/in2)","磅力每平方英尺(1bf/ft2)"]
[1,"1.01972x10-5","1.45038x10-4","2.08854x10-2"]
["9.80665x104",1,14.2233,2048.16]
["6.89476x103","7.03070x10-2",1,144]
[47.8803,"4.88243x10-4","6.94444x10-3",1]
[]
["1 帕斯卡(Pa)＝1 N/m2＝1 牛顿/平方米"]
["1 吨＝1000 kg＝103 kg＝103·10 N＝10 kN"]
["1 kN＝0.1 吨＝100 kg"]
["1 kN/m2＝100 kg/m2"]
["1 N/mm2＝103 kN/m2"]
["1 kg/cm2＝10 kN/m2 "]
["1 kg/cm2＝0.01 N/mm2 "]

{"sheet":"钢筋混凝土结构伸缩缝最大间距","index":2,"n_rows":11,"n_cols":4,"rows_kept":11,"merged":[[0,0,0,3],[1,0,1,1],[3,0,4,0],[5,0,6,0],[7,0,8,0],[10,0,21,3]],"flags":["formulas_cached_only"]}
["钢筋混凝土结构\n伸缩缝最大间距（m）"]
["结  构  类  别",null,"室内或土中","露天"]
["排架结构","装配式",100,70]
["框架结构","装配式",75,50]
[null,"现浇式",55,35]
["剪力墙结构","装配式",65,40]
[null,"现浇式",45,30]
["挡土墙、地下\n室墙壁等结构","装配式",40,30]
[null,"现浇式",30,20]
[]
["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]

{"sheet":"参数查询-钢筋混凝土轴心受压构件的稳定系数","index":3,"n_rows":31,"n_cols":5,"rows_kept":31,"merged":[[24,0,24,5],[25,0,25,1],[25,2,25,3],[25,4,25,5],[26,0,26,1],[26,2,26,3],[26,4,26,5],[27,0,27,1],[27,2,27,3],[27,4,27,5],[28,0,28,1],[28,2,28,3],[28,4,28,5],[30,0,40,7]],"flags":["formulas_cached_only"]}
["l0/b","l0/d","d0/I","φ"]
["<8","<7","<28",{"v":1,"d":"1.0"}]
[10,8.5,35,{"v":0.98,"d":".98"}]
[12,10.5,42,{"v":0.95,"d":".95"}]
[14,12,48,{"v":0.92,"d":".92"}]
[16,14,55,{"v":0.87,"d":".87"}]
[18,15.5,65,{"v":0.81,"d":".81"}]
[20,17,69,{"v":0.75,"d":".75"}]
[22,19,79,{"v":0.7,"d":".70"}]
[24,21,83,{"v":0.65,"d":".65"}]
[26,22.5,90,{"v":0.6,"d":".60"}]
[28,24,97,{"v":0.56,"d":".56"}]
[30,26,104,{"v":0.52,"d":".52"}]
[32,28,111,{"v":0.48,"d":".48"}]
[34,29.5,118,{"v":0.44,"d":".44"}]
[36,31,125,{"v":0.4,"d":".40"}]
[38,33,132,{"v":0.36,"d":".36"}]
[40,34.5,139,{"v":0.32,"d":".32"}]
[42,36.5,146,{"v":0.29,"d":".29"}]
[44,38,153,{"v":0.26,"d":".26"}]
[46,40,160,{"v":0.23,"d":".23"}]
[48,41.5,167,{"v":0.21,"d":".21"}]
[50,43,174,{"v":0.19,"d":".19"}]
[]
["插值计算"]
["小数",null,"中间值",null,"大数"]
[10,null,10.667,null,12]
["对应值",null,"计算值",null,"对应值"]
[0.98,null,0.976665,null,0.97]
[]
["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]

{"sheet":"钢筋面积表(板筋每米宽面积)","index":4,"n_rows":30,"n_cols":21,"rows_kept":30,"merged":[[0,0,0,20],[1,1,1,19],[29,0,39,7]],"flags":["formulas_cached_only"]}
["每米板宽内的钢筋截面面积表"]
["钢筋","钢  筋  直  径",{"$nulls":18},"钢筋"]
["间距",5,6,7,8,9,10,11,12,13,14,15,16,18,20,22,25,28,32,36,"间距"]
[70,280,404,561,718,920,1122,1369,1616,1907,2199,2536,2872,3635,4488,5430,7012,{"$nulls":3},70]
[75,262,377,524,670,859,1047,1277,1508,1780,2053,2367,2681,3393,4189,5068,6545,{"$nulls":3},75]
[80,245,353,491,628,805,982,1198,1414,1669,1924,2218,2513,3181,3927,4752,6136,{"$nulls":3},80]
[90,218,314,437,559,716,873,1064,1257,1483,1710,1972,2234,2827,3491,4224,5454,{"$nulls":3},90]
[100,196,283,393,503,644,785,958,1131,1335,1539,1775,2011,2545,3142,3801,4909,6158,8042,10180,100]
[110,178,257,357,457,585,714,871,1028,1214,1399,1614,1828,2313,2856,3456,4462,{"$nulls":3},110]
[120,164,236,327,419,537,654,798,942,1113,1283,1480,1676,2121,2618,3168,4091,{"$nulls":3},120]
[125,157,226,314,402,515,628,766,905,1068,1232,1420,1608,2036,2513,3041,3927,{"$nulls":3},125]
[130,151,217,302,387,495,604,737,870,1027,1184,1366,1547,1957,2417,2924,3776,{"$nulls":3},130]
[140,140,202,281,359,460,561,684,808,954,1100,1268,1436,1818,2244,2715,3506,{"$nulls":3},140]
[150,131,188,262,335,429,524,639,754,890,1026,1183,1340,1696,2094,2534,3272,4105,5361,6787,150]
[160,123,177,246,314,403,491,599,707,834,962,1110,1257,1590,1963,2376,3068,{"$nulls":3},160]
[170,115,166,231,296,379,462,564,665,785,906,1044,1183,1497,1848,2236,2887,{"$nulls":3},170]
[175,112,162,225,287,368,449,548,646,763,880,1015,1149,1454,1795,2172,2805,{"$nulls":3},175]
[180,109,157,218,279,358,436,532,628,742,855,985,1117,1414,1745,2112,2727,{"$nulls":3},180]
[190,103,149,207,265,339,413,504,595,703,810,934,1058,1339,1653,2001,2584,{"$nulls":3},190]
[200,98,141,196,251,322,392,479,565,668,770,888,1005,1272,1571,1901,2454,3079,4021,5090,200]
[220,89,129,179,229,293,357,436,514,607,700,807,914,1157,1428,1728,2231,2799,3656,4627,220]
[240,82,119,164,210,268,327,399,471,556,641,740,838,1060,1309,1584,2045,2566,3351,4241,240]
[250,79,113,157,201,258,314,383,452,534,616,710,804,1018,1257,1521,1963,2463,3216,4072,250]
[260,76,109,151,193,248,302,369,435,513,592,682,773,1157,1428,1728,2231,2799,3656,4627,260]
[280,70,101,140,180,230,280,342,404,477,550,634,718,1060,1309,1584,2045,2566,3351,4241,280]
[300,66,94,131,168,215,262,319,377,445,513,592,670,848,1047,1267,1636,2052,2680,3393,300]
[320,61,88,123,157,201,245,299,353,417,481,554,628,795,982,1188,1534,1924,2513,3181]
["钢筋\n间距",5,6,7,8,8,10,11,12,13,14,15,16,18,20,22,25,28,32,32,"钢筋\n间距"]
[]
["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]

{"sheet":"钢筋面积表(纵筋单排最大根数)","index":5,"n_rows":18,"n_cols":10,"rows_kept":18,"merged":[[0,0,0,9],[1,1,1,9],[14,0,14,9],[15,0,15,9],[17,0,27,9]],"flags":["formulas_cached_only"]}
["梁纵向钢筋单排最大根数"]
["梁宽b","钢筋直径（mm）"]
["（mm）",14,16,18,20,22,25,28,32,36]
[150,"2/3","2/3",2,2,2,2,"1/2",1,1]
[200,4,"3/4","3/4",3,3,3,"2/3",2,2]
[250,5,5,"4/5","4/5",4,"3/4",3,"2/3",2]
[300,"6/7",6,"5/6","5/6",5,"4/5",4,"3/4",3]
[350,"7/8",7,"6/7","6/7",6,"5/6","4/5",4,"3/4"]
[400,"8/9","8/9","7/8","7/8","6/7","6/7","5/6","4/5","4/5"]
[450,"9/10","9/10","8/9","8/9","7/9","7/8","6/7","5/6","4/5"]
[500,"10/12","10/11","10/11","9/10","8/10","7/9","6/8","6/7","5/6"]
[550,"12/13","11/12","11/12","10/11","9/11","8/10","7/9","6/8","5/7"]
[600,"13/14","12/14","12/13","11/12","10/12","9/11","8/10","7/8","6/7"]
["梁宽b",14,16,18,20,22,25,28,32,36]
[]
["注：表内分数值，其分子为梁上部纵筋单排最大根数，分母为梁下部钢筋单排最大根数。"]
[]
["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]

{"sheet":"钢筋面积表(纵筋总截面积)","index":6,"n_rows":22,"n_cols":11,"rows_kept":22,"merged":[[0,0,0,10],[1,1,1,9],[21,1,21,9],[23,0,33,7]],"flags":["formulas_cached_only"]}
["钢筋的计算截面面积及公称质量表"]
["直径","不同根数直径的计算截面面积（mm2）",{"$nulls":8},"公称质量"]
["（mm）",1,2,3,4,5,6,7,8,9,"（kg/m）"]
[5,19.6,39,59,79,98,118,137,157,177,0.154]
[6,28.3,57,85,113,142,170,198,226,254,0.222]
[6.5,33.2,66,100,133,166,199,232,265,299,0.26]
[8,50.3,101,151,201,252,302,352,402,453,0.395]
[8.2,52.8,106,158,211,264,317,370,422,475,0.415]
[10,78.5,157,236,314,393,471,550,628,707,0.617]
[12,113.1,226,339,452,565,679,792,905,1017,0.888]
[14,153.9,308,462,616,770,924,1078,1232,1385,1.208]
[16,201.1,402,603,804,1005,1206,1407,1608,1809,1.578]
[18,254.5,509,763,1018,1272,1527,1781,2036,2290,1.998]
[20,314.2,628,942,1257,1571,1885,2199,2513,2827,2.466]
[22,380.1,760,1140,1521,1901,2281,2661,3041,3421,2.984]
[25,490.9,982,1473,1963,2454,2945,3436,3927,4418,3.853]
[28,615.8,1232,1847,2463,3079,3695,4310,4926,5542,4.834]
[32,804.2,1608,2413,3217,4021,4825,5630,6434,7238,6.313]
[36,{"v":1017.9,"d":"1018"},2036,3054,4072,5089,6107,7125,8143,9161,7.99]
[40,{"v":1256.6,"d":"1257"},2513,3770,5027,6283,7540,8796,10053,11310,9.865]
["（mm）",1,2,3,4,5,6,7,8,9,"（kg/m）"]
["直径","不同根数直径的计算截面面积（mm2）",{"$nulls":8},"公称质量"]

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["钢筋的计算截面面积"]
["直径","不同根数直径的计算截面面积（mm2）",{"$nulls":25},"直径"]
["（mm）",1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16,17,18,19,20,21,22,23,24,25,26,"（mm）"]
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["直径","不同根数直径的计算截面面积（mm2）",{"$nulls":25},"直径"]
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["声明：\n1。本程序为上海同济大学2003级结构工程李凌志编制整理，目的是为了便于在电脑上用Excel和在PDA上用Pocket Excel进行简单的结构手算，程序根据新规范编制，如有什么疑问请联系我，以便立刻修正！\n2。程序中黄底红字的部分需要使用者根据实际情况输入，黑色的部分请不要随便更改，除非你发现有错误！\nemail：lingzhi0512@hotmail.com\nOICQ：49551484\n如需获得更多Excel手算程序请登录 www.MyWebStudio.net"]