预应力张拉计算(自动计算表)

第一联、第六联-F3a预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片合计切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0225750.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0206550.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0217650.0032230.0028880.000605股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9776780.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9795570.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9784700.9967820.9971170.99939622498562248496224201322347982184912217788121718462164856215926221407782135640211907421373702142513216101121666102173605217964621866832234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx右端张拉理论伸长量（mm）lpplAPEP0.4031.9250.15015.0500.1501.8500.1501.7250.4001.6020.40013.7700.4001.6020.4001.7250.1501.8500.15014.5100.1501.9250.40360.0342248496224917622420132245255223479822384052184912220985521778812181397217184621748632164856216835121592622162059214077821500202135640213820921173582126499207575320974142119074212822221373702139941214251321517622161011216381121666102170108217360521766262179646218316421866832210740223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0101.51.012.31.011.42.610.52.688.22.610.52.611.41.012.31.097.91.013.22.8404.3202.1第 37页

第一联、第六联-F3b预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片左端合计0.4031.9250.15015.1300.1501.8500.1501.7250.4001.6020.40013.8600.4001.6020.4001.7250.1501.8500.15014.6000.1501.9250.40360.294股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9775610.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9794250.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9783380.9967820.9971170.99939622498562248496224201322347982184650217761921715852164596215900321405212135383211878821370822142223216072021663182173312217935121863882234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0226950.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0207900.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0219000.0032230.0028880.000605右端张拉理论伸长量（mm）lpplAPEP2248496224917622420132245255223479822384052184650220972421776192181135217158521746022164596216809121590032161799214052121497622135383213795221171042126244207519320969902118788212793521370822139653214222321514712160720216351921663182169815217331221763322179351218287021863882210593223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0102.11.012.31.011.42.610.52.688.72.610.52.611.41.012.31.098.51.013.22.8406.0203.0第 38页

第一联、第六联-F3c预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片左端合计0.4031.9250.15016.7100.1501.8500.1501.7250.4001.6020.40015.6700.4001.6020.4001.7250.1501.8500.15016.4100.1501.9250.40365.494股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9752470.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9767690.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9756850.9967820.9971170.99939622498562248496224201322347982179479217246521664442159472215389221354542130329211304321312872136415215486121604442167419217344221804602234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0250650.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0235050.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0246150.0032230.0028880.000605右端张拉理论伸长量（mm）lpplAPEP2248496224917622420132245255223479822384052179479220713821724652175972216644421694542159472216295821538922156682213545421446732130329213289121120922121211206395520884992113043212216521312872133851213641521456382154861215765321604442163932216741921704312173442217695121804602207629223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0112.61.012.31.011.42.610.42.699.92.610.42.611.41.012.31.0110.61.013.22.8439.5219.8第 39页

第一联、第六联-F3d预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片左端合计0.4031.9250.15016.7900.1501.8500.1501.7250.4001.6020.40015.7600.4001.6020.4001.7250.1501.8500.15016.5000.1501.9250.40365.754股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9751300.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9766370.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9755540.9967820.9971170.99939622498562248496224201322347982179217217220421661842159213215363321351982130073211275821310002136127215457021601522167127217314921801652234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0251850.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0236400.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0247500.0032230.0028880.000605右端张拉理论伸长量（mm）lpplAPEP2248496224917622420132245255223479822384052179217220700821722042175711216618421691942159213216269921536332156423213519821444152130073213263521118392120956206339820880782112758212187921310002133563213612721453482154570215736121601522163640216712721701382173149217665721801652207482223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0113.11.012.21.011.42.610.42.6100.52.610.42.611.41.012.31.0111.21.013.22.8441.2220.6第 40页

第一联、第六联-F3e预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片左端合计0.4031.9250.15018.3700.1501.8500.1501.7250.4001.6020.40017.5700.4001.6020.4001.7250.1501.8500.15018.3100.1501.9250.40370.954股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9728210.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9739890.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9729090.9967820.9971170.99939622498562248496224201322347982174059216706221610572154102214853521301432125031210702921252222130335214872921542962161251216725721742542234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0275550.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0263550.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0274650.0032230.0028880.000605右端张拉理论伸长量（mm）lpplAPEP2248496224917622420132245255223479822384052174059220442821670622170560216105721640592154102215757921485352151318213014321393392125031212758721068402115935205222420796272107029211612621252222127778213033521395322148729215151221542962157773216125121642542167257217075621742542204526223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0123.61.012.21.011.32.610.42.6111.52.610.42.611.31.012.21.0123.21.013.22.8474.6237.3第 41页

第一联、第六联-F3f预应力筋截面积（mm²）：140锚下控制应力MPa：σk=1339.2管道偏差系数：K=0.0015预应力筋的计算长度（m）分段序号L顶+锚+夹片A-BBB-CCC-DDD-EEE-FFF-GGG-HHH-III-JJJ-KKK-L顶+锚+夹片左端合计0.4031.9250.15018.4500.1501.8500.1501.7250.4001.6020.40017.6600.4001.6020.4001.7250.1501.8500.15018.4000.1501.9250.40371.214股数：12弹性模量（N/mm²）：EP=195000管道摩擦系数：μ=0.2起点力-(kl+μθ)e（N）/P0.9993960.9971170.9967820.9727040.9967820.9972290.9967820.9974160.9914400.9976000.9914400.9738580.9914400.9976000.9914400.9974160.9967820.9972290.9967820.9727770.9967820.9971170.99939622498562248496224201322347982173798216680221607972153843214827721298882124776210674521249352130047214843921540052160959216696421739612234798224201322484962249856张拉方式左端张拉终点力（N）PnPn1eKX平均张拉力（N)ppp1ekxkx切线角度（rad）θ000.01499237800.01499237800.01499237800.03998549200.03998549200.03998549200.03998549200.01499237800.01499237800.01499237800kl+μθ/0.0006050.0028880.0032230.0276750.0032230.0027750.0032230.0025880.0085970.0024030.0085970.0264900.0085970.0024030.0085970.0025880.0032230.0027750.0032230.0276000.0032230.0028880.000605右端张拉理论伸长量（mm）lpplAPEP2248496224917622420132245255223479822384052173798220429821668022170300216079721638002153843215732021482772151060212988821390832124776212733221065872115681205167020792082106745211584021249352127491213004721392432148439215122221540052157482216095921639622166964217046321739612204379223479822384052242013224525522484962249176两端伸长量合计单端伸长量2.813.21.0124.11.012.21.011.32.610.42.6112.12.610.42.611.31.012.21.0123.81.013.22.8476.3238.1第 42页