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1、AB,BC,CD 跨内力换算和梁端弯矩调幅表格 将框架梁轴线处的内力换算为梁支座边缘处的内力值，该框架梁端负弯矩调幅系数 取 0.85 ，梁端负弯矩调幅后的数值列于表 9.2 中梁位 置截面位置内力何载类型SG KSQkSwkSEk左风右风左震右震五层AB跨轴线 处内 力（调 幅后）左端M-115.37-55.083.37-3.3740.99-40.99V124.7639.1-0.850.85-10.3310.33跨中M239.7764.310.27-0.273.3-3.3V右端M-130.74-3.3-2.832.83-34.434.4V-129.72-22.41-0.850.85-10.3
2、310.33梁支 座边 缘处 内力左端M-84.18-45.313.16-3.1638.41-38.41V120.2637.28-0.850.85-10.3310.33跨中M239.7764.310.27-0.273.3-3.3V右端M-98.312.3-2.622.62-31.8231.82V-125.22-20.59-0.850.85-10.3310.33五层BC跨轴线 处内 力（调 幅后）左端M-23.21-1.931.54-1.5418.67-18.67V2.470-0.930.93-11.3211.32跨中M-30.322.720000V右端M-23.21-1.93-1.54-4.5
3、1-18.6718.67V-2.470-0.933.34-11.3211.32梁支 座边 缘处 内力左端M-22.59-1.931.31-1.3115.84-15.84V2.10-0.930.93-11.3211.32跨中M-30.322.720000V右端M-22.59-1.93-1.311.31-15.8415.84V-2.10-0.930.93-11.3211.32左端M-130.74-3.32.83-2.8334.4-34.4轴线V129.7222.41-0.850.85-10.3310.33处内跨中M239.7764.310.27-0.273.3-3.3力（调V幅后）右端M-115.
4、37-55.08-3.373.37-40.9940.99V-124.76-39.1-0.850.85-10.3310.33左端M-98.31-2.32.62-2.6231.82-31.82梁支V125.2220.59-0.850.85-10.3310.33座边跨中M239.7764.310.27-0.273.3-3.3缘处V内力右端M-84.18-45.31-3.163.16-38.4138.41V-120.26-37.28-0.850.85-10.3310.33五层CD跨梁位 置截面位置内力何载类型SG KSQkSwkSEk左风右风左震右震四层AB跨轴线 处内 力（调 幅后）左端M-105.
5、84-86.479.28-9.2880.7-80.7V85.8651.75-2.312.31-20.1820.18跨中M125.9667.760.84-0.847.03-7.03V右端M-105.56-3.64-7.67.6-66.6566.65V-85.47-25.11-2.312.31-20.1820.18梁支座边左端M-84.45-73.88.7-8.775.66-75.66V82.4549.47-2.312.31-20.1820.18四层BC四层CD跨中M125.9667.760.84-0.847.03-7.03V右端M-84.192.64-7.027.02-61.6161.61V-8
6、2.36-22.83-2.312.31-20.1820.18左端M-4.46-2.024.12-4.1236.18-36.18V2.640-2.52.5-21.9321.93跨中M3.682.860000V右端M-4.46-2.02-4.12-4.12-36.1836.18V-2.640-2.52.5-21.9321.93左端M-3.8-2.023.5-3.530.7-30.7V2.240-2.52.5-21.9321.93跨中M3.682.860000V右端M-3.8-2.02-3.53.5-30.730.7V-2.240-2.52.5-21.9321.93左端M-105.56-3.647.
7、6-7.666.65-66.65V85.4725.11-2.312.31-20.1820.18跨中M125.9667.760.84-0.847.03-7.03V右端M-105.84-86.47-9.289.28-80.780.7V-85.86-51.75-2.312.31-20.1820.18左端M-84.192.647.02-7.0261.61-61.61V82.3622.83-2.312.31-20.1820.18跨中M125.9667.760.84-0.847.03-7.03V右端M-84.45-73.8-8.78.7-75.6675.66缘处内力轴线处内力（调幅后）梁支座边缘处内力轴线
8、处内力（调幅后）梁支座边缘处内力V-82.45-49.47 | -2.312.31-20.1820.18梁位 置截面位置内力何载类型SG KSQkSwkSEk左风右风左震右震三层AB跨轴线 处内 力（调 幅后）左端M-98.71-90.4115.81-15.81107.33-107.33V85.1452.31-4.074.07-27.7427.74跨中M134.265.030.94-0.946.09-6.09V右端M-101.07-4.32-13.9313.93-95.1595.15V-85.9-24.56-4.074.07-27.7427.74梁支 座边 缘处 内力左端M-77.43-77.
9、3314.79-14.79100.4-100.4V82.0350.03-4.074.07-27.7427.74跨中M134.265.030.94-0.946.09-6.09V右端M-79.61.82-12.9112.91-88.2288.22V-82.79-22.28-4.074.07-27.7427.74三层BC跨轴线 处内 力（调 幅后）左端M-6.9-0.497.56-7.5651.65-51.65V2.640-4.584.58-31.331.3跨中M7.10.70000V右端M-6.9-0.49-7.56-7.56-51.6551.65V-2.640-4.584.58-31.331.3
10、梁支座边缘处左端M-6.24-0.496.42-6.4243.83-43.83V2.240-4.584.58-31.331.3跨中M7.10.70000梁位 置截面位置内力何载类型SG KSQkSwkSEk左风右风左震右震二层AB跨轴线 处内 力（调 幅后）左端M-99.19-82.6922.38-22.38127.43-127.43V85.1749.84-5.755.75-32.8432.84跨中M133.6665.11.4-1.47.57-7.57V右端M-101.37-11.93-19.5919.59-112.3112.3V-85.87-27.03-5.755.75-32.8432.84梁支左端M-77.9-70.2320.94-20.94119.22-119.22内力V右端M-6.24-0.49-6.426.42-43.8343.83V-2.
