三跨AB,BC,CD內力換算

1、AB,BC,CD跨內力換算和梁端彎矩調幅表格將框架梁軸線處的內力換算為梁支座邊緣處的內力值，該框架梁端負彎矩調幅系數(shù)取0.85,梁端負彎矩調幅后的數(shù)值列于表9.2中梁位置截面位置內力荷載類型SGKSQkSwkSEk左風右風左震右震五層AB跨軸線處內力（調幅后）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-129.72-22.41-0.850.85-10.3310.33梁支座邊緣處

2、內力左端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層BC跨軸線處內力（調幅后）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-23.21-1.93-1.54-4.51-18.6718.67V-2.47

3、0-0.933.34-11.3211.32梁支座邊緣處內力左端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-2.10-0.930.93-11.3211.32五層CD跨軸線處內力（調幅后）左端M-130.74-3.32.83-2.8334.4-34.4V129.7222.41-0.850.85-10.3310.33跨中M239.7764.310.27-0.273.3-3.3V右端M-115.37-55.08-3.373.3

4、7-40.9940.99V-124.76-39.1-0.850.85-10.3310.33梁支座邊緣處內力左端M-98.31-2.32.62-2.6231.82-31.82V125.2220.59-0.850.85-10.3310.33跨中M239.7764.310.27-0.273.3-3.3V右端M-84.18-45.31-3.163.16-38.4138.41V-120.26-37.28-0.850.85-10.3310.33梁位置截面位置內力荷載類型SGKSQkSwkSEk左風右風左震右震四層AB跨軸線處內力（調幅后）左端M-105.84-86.479.28-9.2880.7-80.7

5、V85.8651.75-2.312.31-20.1820.18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梁支座邊左端M-84.45-73.88.7-8.775.66-75.66V82.4549.47-2.312.31-20.1820.18緣處內力跨中M125.9667.760.84-0.847.03-7.03V右端M-84.192.64-7.027.02-61.6161.61V-82.36-22.83-2.312.31-20.1820.18

6、四層BC跨軸線處內力（調幅后）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梁支座邊緣處內力左端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-2.240-2.52.5-21.9321.93四層CD跨軸線處內力（調幅后）左端M-105.5

7、6-3.647.6-7.666.65-66.65V85.4725.11-2.312.31-20.1820.18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梁支座邊緣處內力左端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-84.45-73.8-8.78.7-75.6675.66V-82.45-

8、49.47-2.312.31-20.1820.18梁位置截面位置內力荷載類型SGKSQkSwkSEk左風右風左震右震三層AB跨軸線處內力（調幅后）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梁支座邊緣處內力左端M-77.43-77.3314.79-14.79100.4-100.4V82.0350.03

9、-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層BC跨軸線處內力（調幅后）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梁支座邊緣處左端M-6.24-0.496.42-6.4243.83-43.8

10、3V2.240-4.584.58-31.331.3跨中M7.10.70000內力V右端M-6.24-0.49-6.426.42-43.8343.83V-2.240-4.584.58-31.331.3三層CD跨軸線處內力（調幅后）左端M-101.07-4.3213.93-13.9395.15-95.15V85.924.56-4.074.07-27.7427.74跨中M134.265.030.94-0.946.09-6.09V右端M-98.71-90.41-15.8115.81-107.33107.33V-85.14-52.31-4.074.07-27.7427.74梁支座邊緣處內力左端M-79.

11、61.8212.91-12.9188.22-88.22V82.7922.28-4.074.07-27.7427.74跨中M134.265.030.94-0.946.09-6.09V右端M-77.43-77.33-14.7914.79-100.4100.4V-82.03-50.03-4.074.07-27.7427.74梁位置截面位置內力荷載類型SGKSQkSwkSEk左風右風左震右震二層AB跨軸線處內力（調幅后）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.

12、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座邊緣處內力V82.0647.56-5.755.75-32.8432.84跨中M133.6665.11.4-1.47.57-7.57V右端M-79.95.17-18.1518.15-104.09104.09V-82.76-24.75-5.755.75-32.8432.84二層BC跨軸線處內力（調幅后）左端M-6.72-1.410.64-10.6460.96-6

13、0.96V2.640-6.456.45-36.9536.95跨中M6.881.970000V右端M-6.72-1.4-10.64-10.64-60.9660.96V-2.640-6.456.45-36.9536.95梁支座邊緣處內力左端M-6.06-1.49.03-9.0351.72-51.72V2.240-6.456.45-36.9536.95跨中M6.881.970000V右端M-6.06-1.4-9.039.03-51.7251.72V-2.240-6.456.45-36.9536.95二層CD跨軸線處內力（調幅后）左端M-101.37-11.9319.59-19.59112.3-112

14、.3V85.8727.03-5.755.75-32.8432.84跨中M133.6665.11.4-1.47.57-7.57V右端M-99.19-82.69-22.3822.38-127.43127.43V-85.17-49.84-5.755.75-32.8432.84梁支座邊緣處內力左端M-79.95.1718.15-18.15104.09-104.09V82.7624.75-5.755.75-32.8432.84跨中M133.6665.11.4-1.47.57-7.57V右端M-77.9-70.23-20.9420.94-119.22119.22V-82.06-47.56-5.755.75

15、-32.8432.84梁位置截面位置內力荷載類型SGKSQkSwkSEk左風右風左震右震一層AB跨軸線處內力（調幅后）左端M-91.64-71.5731.16-31.16149.14-149.14V84.7946.39-7.687.68-36.8736.87跨中M142.6465.693.13-3.1314.55-14.55V右端M-96.14-22.23-24.9124.91-120.04120.04V-86.25-30.48-7.687.68-36.8736.87梁支座邊緣處內力左端M-70.44-59.9729.24-29.24139.92-139.92V81.6844.11-7.687

16、.68-36.8736.87跨中M142.6465.693.13-3.1314.55-14.55V右端M-74.5814.61-22.9922.99-110.82110.82V-83.14-28.2-7.687.68-36.8736.87一層BC跨軸線處內力（調幅后）左端M-9.81-6.0313.53-13.5365.17-65.17V2.640-8.28.2-39.539.5跨中M11.238.510000V右端M-9.81-6.03-13.53-13.53-65.1765.17V-2.640-8.28.2-39.539.5梁支座邊緣處內力左端M-9.15-6.0311.48-11.4855.3-55.3V2.240-8.28.2-39.539.5跨中M11.238.510000V右端M-9.15-6.03-11.4811.48-55.355.3V-2.240-8.28.2-39.539.5一層CD跨軸線處內力（調幅后）左端M-96.14-22.2324.91-24.91120.04-120.04V86.2530.48-7.687.68-36.8736.87跨中M142.6465.693.13-3.1314.5