某鋼筋混凝土框架結(jié)構(gòu)內(nèi)力組合計算案例目錄TOC\o"1-3"\h\u23179某鋼筋混凝土框架結(jié)構(gòu)內(nèi)力組合計算案例 1242631.1塑性彎矩調(diào)幅 1276431.2柱內(nèi)力組合 537971.3梁內(nèi)力組合 14根據(jù)2019年4月1日執(zhí)行的可靠度統(tǒng)一標準以及荷載設計規(guī)范(2012版)，內(nèi)力組合形式如下：內(nèi)力組合1：S內(nèi)力組合2：S地震內(nèi)力組合：S塑性彎矩調(diào)幅根據(jù)混凝土設計規(guī)范，對一榀框架豎向荷載進行彎矩調(diào)幅，調(diào)幅系數(shù)β取0.9，計算公式如下：梁兩端調(diào)幅公式：M跨中彎矩不小于同荷載條件下簡支梁跨中彎矩的一半。對一榀框架進行調(diào)幅后，結(jié)果見下表：恒載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右5AB-67.92100.85-111.090.9095.18-61.13109.80-99.98BC-65.92-38.28-65.920.9013.82-59.3313.82-59.33CD-111.09100.85-67.920.9095.18-99.98109.80-61.134AB-104.1289.18-122.460.90101.24-93.71101.24-110.21BC-46.36-26.70-46.360.909.83-41.729.83-41.72CD-122.4689.18-104.120.90101.24-110.21101.24-93.713AB-101.5790.58-122.210.90101.24-91.41101.77-109.99BC-46.68-27.02-46.680.909.83-42.019.83-42.01CD-122.2190.58-101.570.90101.24-109.99101.77-91.412AB-102.1690.22-122.350.90101.24-91.94101.45-110.12BC-46.50-26.84-46.500.909.83-41.859.83-41.85CD-122.3590.22-102.160.90101.24-110.12101.45-91.941AB-89.5598.56-118.280.90101.24-80.60108.95-106.45BC-53.45-33.79-53.450.909.83-48.119.83-48.11CD-118.2898.56-89.550.90101.24-106.45108.95-80.60活載作用下彎矩調(diào)幅表樓層梁跨調(diào)幅前彎矩調(diào)幅

系數(shù)M0/2調(diào)幅后彎矩梁左跨中梁右梁左跨中梁右AB-7.015.63-8.440.906.68-6.316.68-7.60BC-3.69-1.88-3.690.900.91-3.320.91-3.32CD-8.445.63-7.010.906.68-7.606.68-6.31AB-25.3324.81-32.200.9026.79-22.8027.69-28.98BC-14.19-6.90-14.190.903.65-12.773.65-12.77CD-32.2024.81-25.330.9026.79-28.9827.69-22.80AB-26.7723.83-32.730.9026.79-24.0926.81-29.46BC-13.49-6.20-13.490.903.65-12.143.65-12.14CD-32.7323.83-26.770.9026.79-29.4626.81-24.09AB-26.9323.73-32.770.9026.79-24.2426.79-29.49BC-13.44-6.15-13.440.903.65-12.103.65-12.10CD-32.7723.73-26.930.9026.79-29.4926.79-24.24AB-23.5925.91-31.750.9026.79-21.2328.68-28.58BC-15.22-7.93-15.220.903.65-13.703.65-13.70CD-31.7525.91-23.590.9026.79-28.5828.68-21.23將調(diào)幅后結(jié)果繪圖如下：調(diào)幅后恒載下彎矩圖調(diào)幅后活載下彎矩圖柱內(nèi)力組合第A軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M-67.92-7.017.45-7.4532.88-32.88-92.11-105.52-84.48-106.83-42.97-128.45-128.45-105.52N176.4110.09-1.571.57-6.916.91243.06245.88237.57242.28208.76226.73226.73245.88柱底M54.9011.02-4.574.57-20.1520.1583.7992.0176.0989.8046.3098.6998.6992.01N198.9110.09-1.571.57-6.916.91272.31275.13266.82271.53235.76253.73253.73275.134柱頂M-49.11-14.2815.02-15.0255.96-55.96-71.74-98.78-56.31-101.375.25-140.25-140.25-98.78N399.4350.41-5.835.83-23.5423.54589.63600.12563.44580.93478.96540.16540.16600.12柱底M50.7313.37-11.3311.33-42.2142.2175.8196.2062.9996.9814.03123.77123.7796.20N421.9350.41-5.835.83-23.5423.54618.88629.37592.69610.18505.96567.16567.16629.373柱頂M-50.73-13.3720.54-20.5469.06-69.06-67.52-104.49-49.18-110.8020.88-158.68-158.68-104.49N622.1490.85-12.8812.88-48.2048.20933.47956.65884.85923.49738.42863.74863.74956.65柱底M50.3513.27-18.9618.96-63.7563.7568.30102.4250.95107.83-14.49151.26151.26102.42N644.6490.85-12.8812.88-48.2048.20962.72985.90914.10952.74765.42890.74890.74985.902柱頂M-51.70-13.6326.19-26.1978.52-78.52-64.08-111.23-42.24-120.8131.86-172.29-172.29-111.23N844.91131.31-22.8722.87-79.7079.701274.761315.931201.951270.56989.071196.291196.291315.93柱底M58.8815.52-26.1926.19-78.5278.5276.25123.4053.56132.13-22.11182.04182.04123.40N867.41131.31-22.8722.87-79.7079.701304.011345.181231.201299.811016.071223.291223.291345.181柱頂M-30.67-8.0742.87-42.87111.02-111.02-13.39-90.5615.96-112.65102.68-185.97-185.97-90.56N1066.54171.46-37.4937.49-119.91119.911609.951677.431510.301622.771226.841538.611538.611677.43柱底M15.344.04-52.4052.40-135.69135.69-21.1673.16-54.42102.78-155.57197.23197.2373.16N1095.92171.46-37.4937.49-119.91119.911648.151715.631548.491660.961262.101573.861573.861715.63第B軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M45.344.759.92-9.9243.76-43.7675.0057.1478.8149.05114.150.37114.1557.14N238.7415.52-1.561.56-6.886.88332.24335.05324.32329.00286.86304.74286.86335.05柱底M-38.49-8.06-8.128.12-35.8035.80-69.44-54.82-70.68-46.32-97.56-4.48-97.56-54.82N261.2415.52-1.561.56-6.886.88361.49364.30353.57358.25313.86331.74313.86364.304柱頂M37.619.9620.54-20.5476.56-76.5682.3245.3590.1628.54150.64-48.42150.6445.35N506.9977.83-6.346.34-25.6825.68770.13781.54731.30750.32621.70688.47621.70781.54柱底M-37.77-9.62-18.9618.96-70.6870.68-80.59-46.47-87.64-30.76-142.9840.79-142.98-46.47N529.4977.83-6.346.34-25.6825.68799.38810.79760.55779.57648.70715.47648.70810.793柱頂M37.779.6229.61-29.6199.61-99.6190.1836.88103.6214.79180.59-78.40180.5936.88N775.55140.02-14.6014.60-54.7154.711205.101231.381133.341177.14943.551085.79943.551231.38柱底M-37.68-9.60-29.6129.61-99.6199.61-90.03-36.74-103.48-14.65-180.4778.52-180.47-36.74N798.05140.02-14.6014.60-54.7154.711234.351260.631162.591206.39970.551112.79970.551260.632柱頂M38.179.7239.28-39.28117.76-117.7699.5528.85118.750.91204.72-101.45204.7228.85N1044.05202.19-26.3326.33-91.7491.741636.851684.251530.071609.061254.911493.441254.911684.25柱底M-41.55-10.59-39.2839.28-117.76117.76-105.25-34.55-124.05-6.21-209.3096.87-209.30-34.55N1066.55202.19-26.3326.33-91.7491.741666.101713.501559.321638.311281.911520.441281.911713.501柱頂M23.455.9954.57-54.57141.28-141.2888.58-9.64118.63-45.08215.40-151.93215.40-9.64N1313.69264.67-41.3041.30-133.20133.202067.632141.971923.752047.651562.071908.391562.072141.97柱底M-11.72-2.99-66.6966.69-172.68172.68-79.7440.30-118.4181.66-240.34208.63-240.3440.30N1343.06264.67-41.3041.30-133.20133.202105.812180.151961.932085.831597.311943.631597.312180.15第C軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M-45.34-4.759.92-9.9243.76-43.76-57.14-75.00-49.05-78.81-0.37-114.15-114.15-57.14N238.7415.521.56-1.566.88-6.88335.05332.24329.00324.32304.74286.86286.86335.05柱底M38.498.06-8.128.12-35.8035.8054.8269.4446.3270.684.4897.5697.5654.82N261.2415.521.56-1.566.88-6.88364.30361.49358.25353.57331.74313.86313.86364.304柱頂M-37.61-9.9620.54-20.5476.56-76.56-45.35-82.32-28.54-90.1648.42-150.64-150.64-45.35N506.9977.836.34-6.3425.68-25.68781.54770.13750.32731.30688.47621.70621.70781.54柱底M37.779.62-18.9618.96-70.6870.6846.4780.5930.7687.64-40.79142.98142.9846.47N529.4977.836.34-6.3425.68-25.68810.79799.38779.57760.55715.47648.70648.70810.793柱頂M-37.77-9.6229.61-29.6199.61-99.61-36.88-90.18-14.79-103.6278.40-180.59-180.59-36.88N775.55140.0214.60-14.6054.71-54.711231.381205.101177.141133.341085.79943.55943.551231.38柱底M37.689.60-29.6129.61-99.6199.6136.7490.0314.65103.48-78.52180.47180.4736.74N798.05140.0214.60-14.6054.71-54.711260.631234.351206.391162.591112.79970.55970.551260.632柱頂M-38.17-9.7239.28-39.28117.76-117.76-28.85-99.55-0.91-118.75101.45-204.72-204.72-28.85N1044.05202.1926.33-26.3391.74-91.741684.251636.851609.061530.071493.441254.911254.911684.25柱底M41.5510.59-39.2839.28-117.76117.7634.55105.256.21124.05-96.87209.30209.3034.55N1066.55202.1926.33-26.3391.74-91.741713.501666.101638.311559.321520.441281.911281.911713.501柱頂M-23.45-5.9954.57-54.57141.28-141.289.64-88.5845.08-118.63151.93-215.40-215.409.64N1313.69264.6741.30-41.30133.20-133.202141.972067.632047.651923.751908.391562.071562.072141.97柱底M11.722.99-66.6966.69-172.68172.68-40.3079.74-81.66118.41-208.63240.34240.34-40.30N1343.06264.6741.30-41.30133.20-133.202180.152105.812085.831961.931943.631597.311597.312180.15第D軸柱內(nèi)力組合層數(shù)截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*

(SQ±0.6*SW)1.3SG+1.5*

(0.7*SQ±SW)1.2S重±1.3SE｜M｜max及NNmax及M左風右風左風右風左震右震5柱頂M67.927.017.45-7.4532.88-32.88105.5292.11106.8384.48128.4542.97128.45105.52N176.4110.091.57-1.576.91-6.91245.88243.06242.28237.57226.73208.76226.73245.88柱底M-54.90-11.02-4.574.57-20.1520.15-92.01-83.79-89.80-76.09-98.69-46.30-98.69-92.01N198.9110.091.57-1.576.91-6.91275.13272.31271.53266.82253.73235.76253.73275.134柱頂M49.1114.2815.02-15.0255.96-55.9698.7871.74101.3756.31140.25-5.25140.2598.78N399.4350.415.83-5.8323.54-23.54600.12589.63580.93563.44540.16478.96540.16600.12柱底M-50.73-13.37-11.3311.33-42.2142.21-96.20-75.81-96.98-62.99-123.77-14.03-123.77-96.20N421.9350.415.83-5.8323.54-23.54629.37618.88610.18592.69567.16505.96567.16629.373柱頂M50.7313.3720.54-20.5469.06-69.06104.4967.52110.8049.18158.68-20.88158.68104.49N622.1490.8512.88-12.8848.20-48.20956.65933.47923.49884.85863.74738.42863.74956.65柱底M-50.35-13.27-18.9618.96-63.7563.75-102.42-68.30-107.83-50.95-151.2614.49-151.26-102.42N644.6490.8512.88-12.8848.20-48.20985.90962.72952.74914.10890.74765.42890.74985.902柱頂M51.7013.6326.19-26.1978.52-78.52111.2364.08120.8142.24172.29-31.86172.29111.23N844.91131.3122.87-22.8779.70-79.701315.931274.761270.561201.951196.29989.071196.291315.93柱底M-58.88-15.52-26.1926.19-78.5278.52-123.40-76.25-132.13-53.56-182.0422.11-182.04-123.40N867.41131.3122.87-22.8779.70-79.701345.181304.011299.811231.201223.291016.071223.291345.181柱頂M30.678.0742.87-42.87111.02-111.0290.5613.39112.65-15.96185.97-102.68185.9790.56N1066.54171.4637.49-37.49119.91-119.911677.431609.951622.771510.301538.611226.841538.611677.43柱底M-15.34-4.04-52.4052.40-135.69135.69-73.1621.16-102.7854.42-197.23155.57-197.23-73.16N1095.92171.4637.49-37.49119.91-119.911715.631648.151660.961548.491573.861262.101573.861715.63根據(jù)彎矩計算剪力使用下面公式：V以A軸底層為例，計算一榀框架柱剪力，并進行匯總：A軸:框架柱剪力表柱號層數(shù)恒載

SGK活載

SQK左風

SWK右風

SWK左震

SEK右震

SEK1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重+1.3SE設計值左風右風左風右風左震右震A534.125.01-3.343.34-14.7314.7348.8654.8844.6154.6324.8063.1063.10427.737.68-7.327.32-27.2727.2740.9854.1633.1355.092.4373.3373.33328.087.40-10.9710.97-36.8936.8937.7357.4827.8260.73-9.8286.0986.09230.728.10-14.5514.55-43.6243.6238.9965.1826.6270.27-14.9898.4398.4319.792.58-20.2720.27-52.4952.49-1.6534.84-14.9745.84-54.9481.5381.53B5-23.29-3.56-5.015.01-22.1022.10-40.13-31.11-41.53-26.50-58.81-1.35-58.814-20.94-5.44-10.9710.97-40.9040.90-45.26-25.51-49.39-16.48-81.5624.78-81.563-20.96-5.34-16.4516.45-55.3455.34-50.06-20.45-57.53-8.18-100.3043.59-100.302-22.14-5.64-21.8221.82-65.4265.42-56.88-17.60-67.43-1.97-115.0055.09-115.001-7.48-1.91-25.8025.80-66.8066.80-35.8110.63-50.4326.97-96.9676.72-96.96C523.293.56-5.015.01-22.1022.1031.1140.1326.5041.531.3558.8158.81420.945.44-10.9710.97-40.9040.9025.5145.2616.4849.39-24.7881.5681.56320.965.34-16.4516.45-55.3455.3420.4550.068.1857.53-43.59100.30100.30222.145.64-21.8221.82-65.4265.4217.6056.881.9767.43-55.09115.00115.0017.481.91-25.8025.80-66.8066.80-10.6335.81-26.9750.43-76.7296.9696.96D5-34.12-5.01-3.343.34-14.7314.73-54.88-48.86-54.63-44.61-63.10-24.80-63.104-27.73-7.68-7.327.32-27.2727.27-54.16-40.98-55.09-33.13-73.33-2.43-73.333-28.08-7.40-10.9710.97-36.8936.89-57.48-37.73-60.73-27.82-86.099.82-86.092-30.72-8.10-14.5514.55-43.6243.62-65.18-38.99-70.27-26.62-98.4314.98-98.431-9.79-2.58-20.2720.27-52.4952.49-34.841.65-45.8414.97-81.5354.94-81.53梁內(nèi)力組合按照荷載規(guī)范，對框架梁的內(nèi)力進行組合，組合過程以及設計值見下表：第5層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設計值左風右風左風右風左震右震AB左端M-61.13-6.317.45-7.4532.88-32.88-82.23-95.64-74.92-97.27-34.40-119.89-119.89V95.776.93-1.571.57-6.916.91133.48136.31129.42134.13110.10128.06128.06右端M-99.98-7.60-4.294.29-18.9318.93-145.24-137.51-144.39-131.52-149.15-99.93-149.15V-107.28-7.32-1.571.57-6.916.91-151.86-149.03-149.50-144.79-142.11-124.14-142.11BC左端M-59.33-3.325.63-5.6324.83-24.83-77.04-87.18-72.17-89.06-40.91-105.47-105.47V30.712.02-3.133.13-13.7913.7940.1445.7737.3546.7420.1455.9955.99右端M-59.33-3.32-5.635.63-24.8324.83-87.18-77.04-89.06-72.17-105.47-40.91-105.47V-30.71-2.02-3.133.13-13.7913.79-45.77-40.14-46.74-37.35-55.99-20.14-55.99CD左端M-99.98-7.604.29-4.2918.93-18.93-137.51-145.24-131.52-144.39-99.93-149.15-149.15V107.287.32-1.571.57-6.916.91149.03151.86144.79149.50124.14142.11142.11右端M-61.13-6.31-7.457.45-32.8832.88-95.64-82.23-97.27-74.92-119.89-34.40-119.89V-95.77-6.93-1.571.57-6.916.91-136.31-133.48-134.13-129.42-128.06-110.10-128.06AB跨中M109.806.680.000.000.000.00152.76152.76149.75149.75113.14113.14152.76BCM13.820.910.000.000.000.0019.3319.3318.9218.9214.2714.2719.33CDM109.806.680.000.000.000.00152.76152.76149.75149.75113.14113.14152.76第4層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設計值左風右風左風右風左震右震AB左端M-93.71-22.8019.59-19.5976.11-76.11-138.39-173.65-116.38-175.15-27.19-225.07-225.07V105.5427.66-4.264.26-16.6316.63174.86182.53159.86172.64121.63164.86164.86右端M-110.21-28.98-12.3912.39-48.5948.59-197.89-175.59-192.29-155.12-212.81-86.47-212.81V-110.43-29.49-4.264.26-16.6316.63-191.63-183.96-180.91-168.13-171.83-128.59-171.83BC左端M-41.72-12.7716.27-16.2763.77-63.77-58.75-88.03-43.24-92.0525.17-140.63-140.63V21.848.10-9.049.04-35.4335.4332.4148.6823.3450.46-14.9977.1377.13右端M-41.72-12.77-16.2716.27-63.7763.77-88.03-58.75-92.05-43.24-140.6325.17-140.63V-21.84-8.10-9.049.04-35.4335.43-48.68-32.41-50.46-23.34-77.1314.99-77.13CD左端M-110.21-28.9812.39-12.3948.59-48.59-175.59-197.89-155.12-192.29-86.47-212.81-212.81V110.4329.49-4.264.26-16.6316.63183.96191.63168.13180.91128.59171.83171.83右端M-93.71-22.80-19.5919.59-76.1176.11-173.65-138.39-175.15-116.38-225.07-27.19-225.07V-105.54-27.66-4.264.26-16.6316.63-182.53-174.86-172.64-159.86-164.86-121.63-164.86AB跨中M101.2427.690.000.000.000.00173.15173.15160.69160.69115.08115.08173.15BCM9.833.650.000.000.000.0018.2518.2516.6116.6111.6511.6518.25CDM101.2427.690.000.000.000.00173.15173.15160.69160.69115.08115.08173.15第3層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設計值左風右風左風右風左震右震AB左端M-91.41-24.0931.87-31.87111.27-111.27-126.29-183.65-96.32-191.9320.50-268.80-268.80V105.2327.78-7.057.05-24.6624.66172.12184.81155.39176.54110.89175.00175.00右端M-109.99-29.46-21.0121.01-73.6573.65-206.09-168.27-205.43-142.40-245.41-53.92-245.41V-110.74-29.37-7.057.05-24.6624.66-194.36-181.67-185.38-164.23-182.57-118.45-182.57BC左端M-42.01-12.1427.56-27.5696.64-96.64-48.02-97.63-26.02-108.7067.94-183.33-183.33V21.848.10-15.3115.31-53.6953.6926.7654.3213.9359.86-38.73100.86100.86右端M-42.01-12.14-27.5627.56-96.6496.64-97.63-48.02-108.70-26.02-183.3367.94-183.33V-21.84-8.10-15.3115.31-53.6953.69-54.32-26.76-59.86-13.93-100.8638.73-100.86CD左端M-109.99-29.4621.01-21.0173.65-73.65-168.27-206.09-142.40-205.43-53.92-245.41-245.41V110.7429.37-7.057.05-24.6624.66181.67194.36164.23185.38118.45182.57182.57右端M-91.41-24.09-31.8731.87-111.27111.27-183.65-126.29-191.93-96.32-268.8020.50-268.80V-105.23-27.78-7.057.05-24.6624.66-184.81-172.12-176.54-155.39-175.00-110.89-175.00AB跨中M101.7726.810.000.000.000.00172.52172.52160.45160.45115.17115.17172.52BCM9.833.650.000.000.000.0018.2518.2516.6116.6111.6511.6518.25CDM101.7726.810.000.000.000.00172.52172.52160.45160.45115.17115.17172.52第2層梁內(nèi)力組合表梁跨截面內(nèi)力恒載

SG活載

SQ左風

SW左右風

SW右左震

SE左右震

SE右1.3SG+1.5*(SQ±0.6*SW)1.3SG+1.5*(0.7*SQ±SW)1.2S重±1.3SE設計值左風右風左風右風左震右震AB左端M-91.94-24.2445.15-45.15142.27-142.27-115.25-196.52-77.25-212.7060.08-309.82-309.82V105.2927.80-9.999.99-31.5031.50169.59187.57151.08181.05102.08183.98183.98右端M-110.12-29.49-29.7929.79-94.0194.01-214.20-160.58-218.81-129.44-272.05-27.63-272.05V-110.68-29.35-9.999.99-31.5031.50-196.90-178.92-189.69-159.72-191.38-109.48-191.38BC左端M-41.85-12.1039.10-39.10123.36-123.36-37.36-107.74-8.46-125.76102.89-217.85-217.85V21.848.10-21.7221.72-68.5368.5320.9960.094.3269.48-58.02120.16120.16右端M-41.85-12.10-39.1039.10-123.36123.36-107.74-37.36-125.76-8.46-217.85102.89-217.85V-21.84-8.10-21.7221.72-68.5368.53-60.09-20.99-69.48-4.32-120.1658.02-120.16CD左端M-110.12-29.4929.79-29.7994.01-94.01-160.58-214.20-129.44-218.81-27.63-272.05-272.05V110.6829.35-9.999.99-31.5031.50178.92196.90159.