橫梁內(nèi)力組合合并

,橫梁內(nèi)力組合(底層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,1層,B1C1,C1,M,-32.88,-12.52,264.13,-264.13,-56.98,-56.66,296.40,-390.34

,,,,V,43.94,16.68,-82.64,82.64,76.07,75.66,-44.70,170.17

,,,跨中,M,32.71,12.28,16.21,-16.21,56.44,56.19,67.69,25.54

,,,D1左,M,-34.42,-13.54,-231.72,231.72,-60.26,-59.74,-350.66,251.81

,,,,V,-44.54,-17.08,-82.64,82.64,-77.36,-76.87,-171.13,43.74

,,C1D1,D1右,M,-3.83,-3.02,80.29,-80.29,-8.81,-8.12,97.98,-110.78

,,,,V,9.71,4.50,-66.91,66.91,17.95,17.52,-72.63,101.34

,,,跨中,M,2.00,-0.32,0.00,0.00,1.96,2.39,2.21,2.21

,,,E1左,M,-3.83,-3.02,-80.29,80.29,-8.82,-8.12,-110.78,97.98

,,,,V,-9.71,-4.50,-66.91,66.91,-17.95,-17.52,-101.34,72.63

,,D1E1,E1右,M,-34.42,-13.54,231.72,-231.72,-60.26,-59.74,251.81,-350.67

,,,,V,44.54,17.08,-82.64,82.64,77.35,76.86,-43.74,171.13

,,,跨中,M,32.71,12.28,-16.21,16.21,56.44,56.19,25.54,67.69

,,,F1左,M,-32.89,-12.52,-264.13,264.13,-56.99,-56.67,-390.35,296.39

,,,,V,-43.94,-17.08,-82.64,82.64,-76.63,-76.05,-170.41,44.46

,橫梁內(nèi)力組合(二層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,2層,B2C2,C2,M,-35.15,-13.38,259.73,-259.73,-60.91,-60.56,287.44,-387.86

,,,,V,44.05,16.79,-83.41,83.41,76.37,75.92,-45.50,171.37

,,,跨中,M,30.74,11.72,9.50,-9.50,53.29,52.98,56.27,31.57

,,,D2左,M,-36.10,-13.81,-240.74,240.74,-62.65,-62.27,-364.57,261.36

,,,,V,-44.43,-16.96,-83.41,83.41,-77.05,-76.60,-171.92,44.94

,,C2D2,D2右,M,-3.83,-1.82,83.31,-83.31,-7.14,-6.95,102.62,-113.99

,,,,V,9.71,4.50,-69.42,69.42,17.95,17.52,-75.90,104.60

,,,跨中,M,2.00,0.88,0.00,0.00,3.63,3.56,2.93,2.93

,,,E2左,M,-3.83,-1.82,-83.31,83.31,-7.14,-6.95,-113.99,102.62

,,,,V,-9.71,-4.50,-69.42,69.42,-17.95,-17.52,-104.60,75.90

,,D2E2,E2右,M,-36.10,-13.81,240.74,-240.74,-62.65,-62.27,261.36,-364.57

,,,,V,44.43,16.96,-83.41,83.41,77.06,76.60,-44.94,171.92

,,,跨中,M,30.74,11.72,-9.50,9.50,53.29,52.98,31.57,56.27

,,,F2左,M,-35.15,-13.38,-259.73,259.73,-60.91,-60.56,-387.86,287.44

,,,,V,-44.05,-16.79,-83.41,83.41,-76.37,-75.92,-171.37,45.50

,橫梁內(nèi)力組合(三層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,3層,B3C3,C3,M,-35.00,-13.33,243.64,-243.64,-60.67,-60.32,266.73,-366.74

,,,,V,44.05,16.79,-78.26,78.26,76.36,75.92,-38.81,164.67

,,,跨中,M,30.86,11.76,8.86,-8.86,53.50,53.19,55.61,32.56

,,,D3左,M,-36.00,-13.77,-225.92,225.92,-62.48,-62.09,-345.16,242.23

,,,,V,-44.44,-16.96,-78.26,78.26,-77.07,-76.61,-165.24,38.23

,,C3D3,D3右,M,-4.08,-0.80,78.15,-78.15,-6.01,-6.29,96.22,-106.97

,,,,V,9.71,4.50,-65.13,65.13,17.95,17.52,-70.32,99.02

,,,跨中,M,1.74,1.90,0.00,0.00,4.75,4.21,3.23,3.23

,,,E3左,M,-4.08,-0.80,-78.15,78.15,-6.02,-6.29,-106.97,96.22

,,,,V,-9.71,-4.50,-65.13,65.13,-17.95,-17.52,-99.02,70.32

,,D3E3,E3右,M,-36.00,-13.77,225.92,-225.92,-62.48,-62.09,242.23,-345.16

,,,,V,44.44,16.96,-78.26,78.26,77.07,76.61,-38.23,165.24

,,,跨中,M,30.86,11.76,-8.86,8.86,53.50,53.19,32.57,55.61

,,,F3左,M,-35.00,-13.33,-243.64,243.64,-60.67,-60.32,-366.73,266.73

,,,,V,-44.05,-16.79,-78.26,78.26,-76.36,-75.92,-164.67,38.81

,橫梁內(nèi)力組合(四五層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,4層,B4C4,C4,M,-35.00,-13.33,193.30,-193.30,-60.67,-60.32,201.29,-301.30

,,,,V,44.05,16.79,-62.09,62.09,76.36,75.92,26.88,152.75

,,,跨中,M,30.86,11.76,7.04,-7.04,53.50,53.19,53.24,34.94

,,,D4左,M,-36.00,-13.77,-179.23,179.23,-62.48,-62.09,-284.46,181.54

,,,,V,-44.44,-16.94,-62.09,62.09,-77.04,-76.60,-144.21,17.23

,,C4D4,D4右,M,-4.08,-0.80,62.00,-62.00,-6.01,-6.29,75.23,-85.97

,,,,V,9.71,4.50,-51.67,51.67,17.95,17.52,-52.82,81.52

,,,跨中,M,1.74,1.90,0.00,0.00,4.75,4.21,3.23,3.23

,,,E4左,M,-4.08,-0.80,-62.00,62.00,-6.02,-6.29,-85.98,75.22

,,,,V,-9.71,-4.50,-51.67,51.67,-17.95,-17.52,-81.52,52.82

,,D4E4,E4右,M,-36.00,-13.77,179.23,-179.23,-62.48,-62.09,181.54,-284.46

,,,,V,44.44,16.94,-62.09,62.09,77.04,76.60,-17.23,144.21

,,,跨中,M,30.86,11.76,-7.04,7.04,53.50,53.19,34.94,53.24

,,,F4左,M,-35.00,-13.33,-193.30,193.30,-60.67,-60.32,-301.29,201.29

,,,,V,-44.05,-16.79,-69.09,69.09,-76.36,-75.92,-152.75,26.88

,橫梁內(nèi)力組合(五層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,5層,B5C5,C5,M,-35.00,-13.33,146.45,-146.45,-60.67,-60.32,140.38,-240.39

,,,,V,44.05,16.79,-47.04,47.04,76.36,75.91,1.78,124.08

,,,跨中,M,30.86,11.76,5.33,-5.33,53.50,53.19,51.02,37.16

,,,D5左,M,-36.00,-13.77,-135.79,135.79,-62.48,-62.09,-227.99,125.07

,,,,V,-44.44,-16.96,-47.04,47.04,-77.07,-76.61,-124.65,-2.35

,,C5D5,D5右,M,-4.08,-0.80,46.97,-46.97,-6.01,-6.29,55.69,-66.44

,,,,V,9.71,4.50,-39.14,39.14,17.95,17.52,-36.53,65.23

,,,跨中,M,1.74,1.90,0.00,0.00,4.75,4.21,3.23,3.23

,,,E5左,M,-4.08,-0.80,-46.97,46.97,-6.02,-6.29,-66.44,55.69

,,,,V,-9.71,-4.50,-39.14,39.14,-17.95,-17.52,-65.23,36.53

,,D5E5,E5右,M,-36.00,-13.77,135.79,-135.79,-62.48,-62.09,125.07,-227.99

,,,,V,44.44,16.96,-47.04,47.04,77.07,76.61,2.35,124.66

,,,跨中,M,30.86,11.76,-5.33,5.33,53.50,53.19,37.16,51.02

,,,F5左,M,-35.00,-13.33,-146.45,146.45,-60.67,-60.32,-240.39,140.38

,,,,V,-44.05,-16.79,-47.04,47.04,-76.36,-75.92,-124.08,-1.78

,橫梁內(nèi)力組合(六層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,6層,B6C6,C6,M,-37.22,-13.73,95.97,-95.97,-63.89,-63.71,71.86,-177.67

,,,,V,44.17,16.81,-31.03,31.03,76.54,76.10,22.75,103.43

,,,跨中,M,28.95,11.42,2.89,-2.89,50.72,50.27,45.35,37.83

,,,D6左,M,-37.59,-14.06,-90.19,90.19,-64.79,-64.52,-170.79,63.71

,,,,V,-44.31,-16.94,-31.03,31.03,-76.89,-76.42,-103.68,-23.00

,,C6D6,D6右,M,-3.54,-1.96,31.20,-31.20,-6.99,-6.69,35.14,-45.98

,,,,V,9.71,4.50,-26.00,26.00,17.95,17.52,-19.45,48.15

,,,跨中,M,2.29,0.74,0.00,0.00,3.78,3.81,3.19,3.19

,,,E6左,M,-3.54,-1.96,-31.20,31.20,-6.99,-6.69,-45.98,35.14

,,,,V,-9.71,-4.50,-26.00,26.00,-17.95,-17.52,-48.15,19.45

,,D6E6,E6右,M,-37.59,-14.06,90.19,-90.19,-64.79,-64.52,63.71,-170.79

,,,,V,44.31,16.94,-31.03,31.03,76.89,76.42,23.00,103.68

,,,跨中,M,28.95,11.42,-2.89,2.89,50.72,50.27,37.83,45.35

,,,F6左,M,-37.22,-13.73,-95.97,95.97,-63.89,-63.71,-177.67,71.86

,,,,V,-44.17,-16.81,-31.03,31.03,-76.54,-76.10,-103.43,-22.75

,橫梁內(nèi)力組合(七層),,,,,,,,,,,

,層號(hào),桿件,截面,內(nèi)力,荷載類別,,,,內(nèi)力組合,,,

,,,,,恒①,活②,地震左③,地震右④,1.2①+,1.35①+,1.2×(①+0.5②)+,

,,,,,,,,,1.4②,0.98②,1.3×③,1.3×④

,7層,B7C7,C7,M,-41.17,-11.33,50.78,-50.78,-65.27,-66.69,9.81,-122.22

,,,,V,62.33,16.59,-16.12,16.12,98.02,100.40,63.79,105.70

,,,跨中,M,51.85,13.25,2.42,-2.42,80.77,82.98,73.31,67.03

,,,D7左,M