框架梁内力组合表

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1、框架梁内力组合表层次截面位置内力SGKSQKSNKSEK1.2SGK+1.26(SQK+SWK)rRE〔1.2(SGK+0.5SQK+1.3SEK)〕1.35SGK+SQK1.2SGK+1.4SQK333333→←→←一层FM-70.04-14.73±5.1±367.15-38.35-166.87288.31-427.63-109.28-104.67V101.4818.54∓14.62∓99.39126.71163.562.77196.58155.54147.73G左M-77.70-16.66∓41.12∓258.99-166.04-62.42-329.94175.08

2、-121.56-116.56V103.3618.9±14.62±99.39166.27129.42198.434.62158.44150.49G右M-10.89-3.05±22.76±212.3711.77-45.59195.89-218.23-17.75-17.34V10.003.65∓16.86∓157.31-4.6437.84-142.73164.0217.1517.11二层FM-73.16-16.56±45.53±282.93-51.29-166.02202.56-349.15-115.33-110.97V92.8418.54∓13.35∓84.29117.95

3、151.599.72174.08143.87137.36G左M-74.54-17.81∓38.56∓248.12-160.47-63.30-317.02166.82-118.44-114.38V94.7418.9±13.35±84.29154.32120.68175.9511.59146.80140.15G右M-7.15-2.34±21.23±137.2215.22-38.28126.30-141.28-11.99-11.85V8.853.65∓15.73∓101.64-4.6035.04-89.49108.7115.6015.66三层FM-73.61-16.84±34

4、.09±243.99-66.60-152.50164.06-311.72-116.21-111.91184.47113.30V92.8418.54∓9.97∓71.69122.21147.3322.00161.80143.87137.36G左M-78.27-18∓28.73∓207.69-152.80-80.40-281.04123.96.-123.66-119.12V94.7418.9±9.97±71.69150.06124.94163.6723.87146.80140.15G右M-6.61-2.31±15.9±114.8669.19-30.88105-118.98-

5、11.23-11.17V8.853.65∓11.78∓85.980.3830.06-73.3492.5615.6015.73四FM-71.42-16.98±25.28±205.61-75.25-138.95128.55-272.39-113.40-109.47157.50层V88.6318.54∓7.25∓59.21120.58138.8530.38145.84138.19132.31G左M-75.56-18.10∓20.39∓167.40-139.17-87.79-239.3687.07-120.11-116.01V90.5518.9±7.25±59.21141.61

6、123.34147.7332.27141.14135.12G右M-6.38-2.29±11.29±92.583.68-24.7783.49-97.04-10.90-10.8693.36V8.853.65∓8.36∓68.584.6825.75-57.2676.4711.9515.73五层FM-71.21-16.30±14.28±133.59-87.99-123.9858.83-201.67-112.43-108.27140.25V88.6318.54∓4.16∓39.14124.47134.9649.95126.27138.19132.31G左M-74.99-17.56

7、∓11.95∓113.03-127.72-97.06-185.6034.81-118.80-114.57V90.5518.9±4.16±39.14137.72127.23128.1651.84141.14135.12G右M-6.46-2.36±6.62±62.51-2.38-19.0754.07-67.82-11.08-11.0566.50V8.853.65∓4.90∓46.309.0421.39-35.5454.7515.6015.73六层FM-43.22-4.53±6.08±69.31-49.91-65.2326.64-108.51-