彎矩二次分配法計(jì)算器

1、土木工程工民建-彎矩二次分配法計(jì)算器上柱下柱右梁左梁上柱下柱右梁0.6250.3750.2820.470.248七層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-60.7560.7534.23-5.5131.8419.11-25.23-42.05-22.197.00-12.629.55-14.6111.093.512.11-1.70-2.84-1.5042.35-52.1543.37-59.50-18.100.3850.3850.230.1920.320.320.168六層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8114.0014.

2、008.37-17.53-29.22-29.22-15.3415.927.00-8.774.18-21.03-14.619.09-5.45-5.45-3.264.297.167.163.7624.4715.55-49.8343.77-43.09-36.67-6.300.3850.3850.230.1920.320.320.168五層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8114.0014.008.37-17.53-29.22-29.22-15.347.007.00-8.774.18-14.61-14.619.09-2.02-2.02-1.2

3、03.065.105.102.6818.9918.99-47.7842.53-38.73-38.73-7.380.3850.3850.230.1920.320.320.168四層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8114.0014.008.37-17.53-29.22-29.22-15.347.007.00-8.774.18-14.61-14.619.09-2.02-2.02-1.203.065.105.102.6818.9918.99-47.7842.53-38.73-38.73-7.380.3850.3850.230.1920.32

4、0.320.168三層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8114.0014.008.37-17.53-29.22-29.22-15.347.007.00-8.774.18-14.61-14.619.09-2.02-2.02-1.203.065.105.102.6818.9918.99-47.7842.53-38.73-38.73-7.380.3850.3850.230.1920.320.320.168二層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8114.0014.008.37-17.5

5、3-29.22-29.22-15.347.007.60-8.774.18-14.61-15.669.09-2.25-2.25-1.343.265.445.442.8618.7619.36-47.9142.73-38.39-39.44-7.210.4180.3310.2510.2060.3430.270.181一層下數(shù)值為結(jié)點(diǎn)力偶下值為梁端彎矩下數(shù)值為結(jié)點(diǎn)力偶9.80-46.1752.8242.30-3.8115.2012.049.13-18.81-31.32-24.65-16.537.00-9.404.56-14.619.791.000.800.600.050.090.070.0523.211

6、2.83-45.8438.63-45.84-24.59-10.506.42-12.29在計(jì)算豎向恒載和活載作用下框架結(jié)構(gòu)彎矩時(shí)要多次使用彎矩二次分配法，此表為恒載作用下12軸線框架的計(jì)算過(guò)程，如果大家也是三跨的梁可以參用這個(gè)計(jì)算器，輸入每一層的各節(jié)點(diǎn)梁柱分配系數(shù)和各節(jié)點(diǎn)固端彎矩，即可自動(dòng)計(jì)算生成所有其他數(shù)據(jù)，注意千萬(wàn)不要改動(dòng)了表上除各節(jié)點(diǎn)梁柱分配系數(shù)和各節(jié)點(diǎn)固端彎矩以外的數(shù)據(jù)，否則公式被取消了就無(wú)法得出正確結(jié)果?。ㄓ?jì)算的各節(jié)點(diǎn)最終彎矩代數(shù)和均為0，有的為0.01的是因?yàn)樗纳嵛迦朐斐傻模﹫D529 恒載作用下的框架彎矩內(nèi)力二次分配圖土木工程工民建-彎矩二次分配法計(jì)算器左梁上柱下柱右梁左梁上柱下柱0

7、.2480.470.2820.3750.625下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶5.51-34.23-60.7560.75-9.8022.1942.0525.23-19.11-31.84-11.0917.31-9.5512.62-11.390.831.570.94-0.46-0.7717.4360.93-44.1353.80-44.000.1680.320.320.1920.230.3850.385下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.8018.1834.6234.6220.77-13.60-22.77-22.77-7.6721.0317.31-6.80

8、10.39-15.92-11.39-4.01-7.64-7.64-4.583.896.516.5110.3148.0144.29-59.5669.62-32.18-27.640.1680.320.320.1920.230.3850.385下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.8018.1834.6234.6220.77-13.60-22.77-22.77-7.6717.3117.31-6.8010.39-11.39-11.39-3.38-6.45-6.45-3.872.854.774.7710.9345.4845.48-58.8568.58-29.39

9、-29.390.1680.320.320.1920.230.3850.385下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.8018.1834.6234.6220.77-13.60-22.77-22.77-7.6717.3117.31-6.8010.39-11.39-11.39-3.38-6.45-6.45-3.872.854.774.7710.9345.4845.48-58.8568.58-29.39-29.390.1680.320.320.1920.230.3850.385下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.801

10、8.1834.6234.6220.77-13.60-22.77-22.77-7.6717.3117.31-6.8010.39-11.39-11.39-3.38-6.45-6.45-3.872.854.774.7710.9345.4845.48-58.8568.58-29.39-29.390.1680.320.320.1920.230.3850.385下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.8018.1834.6234.6220.77-13.60-22.77-22.77-7.6717.3118.55-6.8010.39-11.39-12.36-3.59-6

11、.85-6.85-4.113.075.145.1410.7245.0946.33-59.0968.81-29.01-29.990.1810.3430.270.2060.2510.4180.331下數(shù)值為結(jié)點(diǎn)力偶下數(shù)值為結(jié)點(diǎn)力偶3.81-43.05-68.9568.95-9.8019.5837.1129.2122.29-14.85-24.72-19.58-8.2617.31-7.4211.14-11.39-0.29-0.56-0.44-0.330.060.100.0814.8353.8628.77-54.4265.31-36.01-19.5014.39-9.75在計(jì)算豎向恒載和活載作用下框架結(jié)構(gòu)彎矩時(shí)要多次使用彎矩二次分配法，此表為恒載作用下12軸線框架的計(jì)