预应力张拉计算(自动计算表)

,,,,,计入,未计入,,,,,

,第二联、第五联,,,F3a,202.14,199.37,38,,,,

,,,,F3b,202.98,200.21,69,,,,

,,,,F3c,219.76,216.99,100,,,,

,,,,F3d,220.60,217.83,131,,,,

,,,,F3e,237.30,234.53,162,,,,

,,,,F3f,238.13,235.36,193,,,,

第一联、第六联-F3a,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,15.050,0.000,0,0.022575,0.977678,2234798,2184912,2209855,101.5,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2184912,2177881,2181397,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2177881,2171846,2174863,12.3,,

D,0.150,0.859,0.014992378,0.003223,0.996782,2171846,2164856,2168351,1.0,,

D-E,1.725,0.000,0,0.002588,0.997416,2164856,2159262,2162059,11.4,,

E,0.400,2.291,0.039985492,0.008597,0.991440,2159262,2140778,2150020,2.6,,

E-F,1.602,0.000,0,0.002403,0.997600,2140778,2135640,2138209,10.5,,

F,0.400,2.291,0.039985492,0.008597,0.991440,2135640,2117358,2126499,2.6,,

F-G,13.770,0.000,0,0.020655,0.979557,2119074,2075753,2097414,88.2,,

G,0.400,2.291,0.039985492,0.008597,0.991440,2137370,2119074,2128222,2.6,,

G-H,1.602,0.000,0,0.002403,0.997600,2142513,2137370,2139941,10.5,,

H,0.400,2.291,0.039985492,0.008597,0.991440,2161011,2142513,2151762,2.6,,

H-I,1.725,0.000,0,0.002588,0.997416,2166610,2161011,2163811,11.4,,

I,0.150,0.859,0.014992378,0.003223,0.996782,2173605,2166610,2170108,1.0,,

I-J,1.850,0.000,0,0.002775,0.997229,2179646,2173605,2176626,12.3,,

J,0.150,0.859,0.014992378,0.003223,0.996782,2186683,2179646,2183164,1.0,,

J-K,14.510,0.000,0,0.021765,0.978470,2234798,2186683,2210740,97.9,,

K,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,,

K-L,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,,

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,,

合计,60.034,,,,,,两端伸长量合计,,404.3,,

,,,,,,,单端伸长量,,202.1,199.4,

第一联、第六联-F3b,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,15.130,0.000,0,0.022695,0.977561,2234798,2184650,2209724,102.1,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2184650,2177619,2181135,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2177619,2171585,2174602,12.3,,

D,0.150,0.859,0.014992378,0.003223,0.996782,2171585,2164596,2168091,1.0,,

D-E,1.725,0.000,0,0.002588,0.997416,2164596,2159003,2161799,11.4,,

E,0.400,2.291,0.039985492,0.008597,0.991440,2159003,2140521,2149762,2.6,,

E-F,1.602,0.000,0,0.002403,0.997600,2140521,2135383,2137952,10.5,,

F,0.400,2.291,0.039985492,0.008597,0.991440,2135383,2117104,2126244,2.6,,

F-G,13.860,0.000,0,0.020790,0.979425,2118788,2075193,2096990,88.7,,

G,0.400,2.291,0.039985492,0.008597,0.991440,2137082,2118788,2127935,2.6,,

G-H,1.602,0.000,0,0.002403,0.997600,2142223,2137082,2139653,10.5,,

H,0.400,2.291,0.039985492,0.008597,0.991440,2160720,2142223,2151471,2.6,,

H-I,1.725,0.000,0,0.002588,0.997416,2166318,2160720,2163519,11.4,,

I,0.150,0.859,0.014992378,0.003223,0.996782,2173312,2166318,2169815,1.0,,

I-J,1.850,0.000,0,0.002775,0.997229,2179351,2173312,2176332,12.3,,

J,0.150,0.859,0.014992378,0.003223,0.996782,2186388,2179351,2182870,1.0,,

J-K,14.600,0.000,0,0.021900,0.978338,2234798,2186388,2210593,98.5,,

K,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,,

K-L,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,,

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,,

左端合计,60.294,,,,,,两端伸长量合计,,406.0,,

,,,,,,,单端伸长量,,203.0,200.2,

第一联、第六联-F3c,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,16.710,0.000,0,0.025065,0.975247,2234798,2179479,2207138,112.6,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2179479,2172465,2175972,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2172465,2166444,2169454,12.3,,

D,0.150,0.859,0.014992378,0.003223,0.996782,2166444,2159472,2162958,1.0,,

D-E,1.725,0.000,0,0.002588,0.997416,2159472,2153892,2156682,11.4,,

E,0.400,2.291,0.039985492,0.008597,0.991440,2153892,2135454,2144673,2.6,,

E-F,1.602,0.000,0,0.002403,0.997600,2135454,2130329,2132891,10.4,,

F,0.400,2.291,0.039985492,0.008597,0.991440,2130329,2112092,2121211,2.6,,

F-G,15.670,0.000,0,0.023505,0.976769,2113043,2063955,2088499,99.9,,

G,0.400,2.291,0.039985492,0.008597,0.991440,2131287,2113043,2122165,2.6,,

G-H,1.602,0.000,0,0.002403,0.997600,2136415,2131287,2133851,10.4,,

H,0.400,2.291,0.039985492,0.008597,0.991440,2154861,2136415,2145638,2.6,,

H-I,1.725,0.000,0,0.002588,0.997416,2160444,2154861,2157653,11.4,,

I,0.150,0.859,0.014992378,0.003223,0.996782,2167419,2160444,2163932,1.0,,

I-J,1.850,0.000,0,0.002775,0.997229,2173442,2167419,2170431,12.3,,

J,0.150,0.859,0.014992378,0.003223,0.996782,2180460,2173442,2176951,1.0,,

J-K,16.410,0.000,0,0.024615,0.975685,2234798,2180460,2207629,110.6,,

K,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,,

K-L,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,,

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,,

左端合计,65.494,,,,,,两端伸长量合计,,439.5,,

,,,,,,,单端伸长量,,219.8,217.0,

第一联、第六联-F3d,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,16.790,0.000,0,0.025185,0.975130,2234798,2179217,2207008,113.1,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2179217,2172204,2175711,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2172204,2166184,2169194,12.2,,

D,0.150,0.859,0.014992378,0.003223,0.996782,2166184,2159213,2162699,1.0,,

D-E,1.725,0.000,0,0.002588,0.997416,2159213,2153633,2156423,11.4,,

E,0.400,2.291,0.039985492,0.008597,0.991440,2153633,2135198,2144415,2.6,,

E-F,1.602,0.000,0,0.002403,0.997600,2135198,2130073,2132635,10.4,,

F,0.400,2.291,0.039985492,0.008597,0.991440,2130073,2111839,2120956,2.6,,

F-G,15.760,0.000,0,0.023640,0.976637,2112758,2063398,2088078,100.5,,

G,0.400,2.291,0.039985492,0.008597,0.991440,2131000,2112758,2121879,2.6,,

G-H,1.602,0.000,0,0.002403,0.997600,2136127,2131000,2133563,10.4,,

H,0.400,2.291,0.039985492,0.008597,0.991440,2154570,2136127,2145348,2.6,,

H-I,1.725,0.000,0,0.002588,0.997416,2160152,2154570,2157361,11.4,,

I,0.150,0.859,0.014992378,0.003223,0.996782,2167127,2160152,2163640,1.0,,

I-J,1.850,0.000,0,0.002775,0.997229,2173149,2167127,2170138,12.3,,

J,0.150,0.859,0.014992378,0.003223,0.996782,2180165,2173149,2176657,1.0,,

J-K,16.500,0.000,0,0.024750,0.975554,2234798,2180165,2207482,111.2,,

K,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,,

K-L,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,,

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,,

左端合计,65.754,,,,,,两端伸长量合计,,441.2,,

,,,,,,,单端伸长量,,220.6,217.8,

第一联、第六联-F3e,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,18.370,0.000,0,0.027555,0.972821,2234798,2174059,2204428,123.6,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2174059,2167062,2170560,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2167062,2161057,2164059,12.2,,

D,0.150,0.859,0.014992378,0.003223,0.996782,2161057,2154102,2157579,1.0,,

D-E,1.725,0.000,0,0.002588,0.997416,2154102,2148535,2151318,11.3,,

E,0.400,2.291,0.039985492,0.008597,0.991440,2148535,2130143,2139339,2.6,,

E-F,1.602,0.000,0,0.002403,0.997600,2130143,2125031,2127587,10.4,,

F,0.400,2.291,0.039985492,0.008597,0.991440,2125031,2106840,2115935,2.6,,

F-G,17.570,0.000,0,0.026355,0.973989,2107029,2052224,2079627,111.5,,

G,0.400,2.291,0.039985492,0.008597,0.991440,2125222,2107029,2116126,2.6,,

G-H,1.602,0.000,0,0.002403,0.997600,2130335,2125222,2127778,10.4,,

H,0.400,2.291,0.039985492,0.008597,0.991440,2148729,2130335,2139532,2.6,,

H-I,1.725,0.000,0,0.002588,0.997416,2154296,2148729,2151512,11.3,,

I,0.150,0.859,0.014992378,0.003223,0.996782,2161251,2154296,2157773,1.0,,

I-J,1.850,0.000,0,0.002775,0.997229,2167257,2161251,2164254,12.2,,

J,0.150,0.859,0.014992378,0.003223,0.996782,2174254,2167257,2170756,1.0,,

J-K,18.310,0.000,0,0.027465,0.972909,2234798,2174254,2204526,123.2,,

K,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,,

K-L,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,,

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,,

左端合计,70.954,,,,,,两端伸长量合计,,474.6,,

,,,,,,,单端伸长量,,237.3,234.5,

第一联、第六联-F3f,,,,,,,,,,固定值数列,

预应力筋截面积（mm²）：140,,,,,股数：12,,,张拉方式,,管道偏差系数（k）,0.0015

锚下控制应力MPa：σk=1339.2,,,,,弹性模量（N/mm²）：EP=195000,,,左端,右端,管道摩擦系数（μ）,0.2

管道偏差系数：K=0.0015,,,,,管道摩擦系数：μ=0.2,,,张拉,张拉,弹性模量（Ep）,195000

分段序号,预应力筋的计算长度（m）,转角,切线角度（rad）,kl+μθ,e-(kl+μθ),起点力（N）,终点力（N）,平均张拉力（N),理论伸长量（mm）,预应力筋截面积（A）,140

,L,,θ,/,/,P,,,,常数（e）,2.71828

顶+锚+夹片,0.403,0.000,0,0.000605,0.999396,2249856,2248496,2249176,2.8,P,2249856

A-B,1.925,0.000,0,0.002888,0.997117,2248496,2242013,2245255,13.2,股数,12

B,0.150,0.859,0.014992378,0.003223,0.996782,2242013,2234798,2238405,1.0,锚下控制应力,1339.2

B-C,18.450,0.000,0,0.027675,0.972704,2234798,2173798,2204298,124.1,,

C,0.150,0.859,0.014992378,0.003223,0.996782,2173798,2166802,2170300,1.0,,

C-D,1.850,0.000,0,0.002775,0.997229,2166802,2160797,2163800,12.2,,

D,0.150,0.859,0.014992378,0.