横梁弯距调幅

荷载类型

恒荷载

层号 左梁 右梁 跨度 荷载 跨中弯距 左调幅 右调幅 跨中调幅 -67.958 -72.65 6 25.971 46.57

-57.76 -61.75 57.11 -13.39 -13.39

-3.32

5 -15.758 -15.758 2.4 13.983 -5.69

-67.958 -72.65 6 25.971 46.57

-57.76 -61.75 57.11

27.37 3.70 27.37

-45.121 -44.862 6 14.581

20.623 -38.35 -38.13

4 -4.216 -4.216 2.4 10.113 3.065

-3.58 -3.58

-45.121 -44.862 6 14.581

20.623 -38.35 -38.13

-42.583 -43.308 6 14.581 22.669

-36.2 -36.81 29.11 -5.17

-5.17

2.11

3 -6.084 -6.084 2.4 10.113 1.197

-42.583 -43.308 6 14.581 22.669

-36.2 -36.81 29.11 -36.2 -36.81 29.11 -5.17

-5.17

2.11

-42.583 -43.308 6 14.581 22.669

2 -6.084 -6.084 2.4 10.113 1.197

-42.583 -43.308 6 14.581 22.669

-36.2 -36.81 29.11

30.62

1 -41.573 -40.748 6 14.581

24.454 -35.34 -34.

-9.14 荷载类型 -9.14 2.4 10.13 -1.186 -7.77 -7.77 -0.48 30.62 活荷载

6 跨度

14.581 荷载

24.454 -35.34 -34. 跨中弯距 左调幅

-41.573 -40.748 层号

左梁

右梁

右调幅 跨中调幅 -21.67 -27.33 6 8.54 13.93 -18.42 -23.23 17.61

5 -21 -21 2.4 6.76 1.66 -17.85 -17.85 -12.98

-21.67 -27.33 6 8.54 13.93 -18.42 -23.23 17.61

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

4 -13.19 -13.19 2.4 4.2 5.63 -11.21 -11.21 -8.19

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

3 -13.19 -13.19 2.4 4.2 5.63 -11.21 -11.21 -8.19

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

-25.02

2

-13.19

-25.98 6 8.54 12.93 -21.27 -22.08 16.76

-13.19 2.4 4.2 5.63 -11.21 -11.21 -8.19

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

-25.02 -25.98 6 8.54 12.93 -21.27 -22.08 16.76

1 -13.19 -13.19 2.4 4.2 5.63 -11.21 -11.21 -8.19

-25.02

-25.98 6 8.54 12.93 -21.27 -22.08 16.76

表7-2 框架梁内力组合 层号 杆件号 截面 内力 荷载类别 恒① 活② 地震左

右④ A1右 M -35.34 -21.27 111.46 -111.4A1-B1 V 43.38 25.46 -34.03 34.03 跨中 M 30.62 16.76 20.75 -20.75 V -43.61 -25.78 -34.04 34.04 B1右 M -7.77 -11.21 111.53 -111.51层 B1-C1 V 12.14 5.04 -92.94 92.94 跨中 M -0.48 -8.71 0 0 -72.186 87.7 60.208 -72.48 -88.424 -25.018 21.624 -12.77 -21.624 -72.186 87.7 60.208 -72.48 -88.424 -68.5536 83.5138 57.7618 内力组合 地震 1.2①+1.41.35①+0.98

1.2×(①+0.5②)+ 1.3×③ .728 23.093 73.775 1.3×④ -200.068 111.571 19.825 63.107 -23.548 138.414 -5.802 128.939 103.23 -200.068 111.571 19.825 63.107 -23.548 B1左 M -34. -22.08 -90.71 90.71 -68.4024 -172.73-84.1379 -112.0521.3282 -9.1838 -103.23 -5.802 -21.4753 128.939 -161.039 C1左 M -7.77 -11.21 -111.5111.53 -25.018 V -12.14 -5.04 -92.94 92.94 C1右 M -35.34 -21.27 111.46 -111.4V 43.38 25.46 -34.03 34.03 C1-D1 跨中 M 30.62 16.76 20.75 -20.75 D1左 M -34. -22.08 -90.71 90.71 V -43.61 -25.78 -34.04 34.04

-21.4753 -161.03-21.3282 -138.41-68.5536 83.5138 57.7618 .728 23.093 73.775 -68.4024 -172.73-84.1379 -112.05表7-2 框架梁内力组合 层号 杆件号 截面 内力 荷载类别 恒①

活② 地震左

右④ 2层 A2-B2 A2右 M -36.2 -21.27 169.92 -169.9-73.218 内力组合 地震 1.2①+1.41.35①+0.98

1.2×(①+0.5②)+ 1.3×③ 1.3×④ -69.7146 1.694 -277.098 V 43.62 25.46 -53.04 53.04 87.988 58.396 -75.084 -88.724 83.8378 55.7233 -1.332 73.094 136.572 16.882 135.37 0.852 -244.85 210.863 -2.694 218.99 175.679 136.572 16.882 135.37 0.852 跨中 M 29.11 16.76 21.62 -21.62 B2左 M -36.81 -22.08 -148.3 148.3 V -43.86 -25.78 -53.04 53.04 B2右 M B2-C2 V 跨中 M -71.3319 -250.21 -84.4754 -137.05-17.9653 21.3282 -5.6873 218.99 -175.67-2.694 -5.17 -11.21 178.4 -178.4 -21.8 12.14 5.04 -148.6148.67 21.624 2.11 -8.71 0 0 -9.662 -21.8 -73.218 87.988 58.396 -75.084 -88.724 -5.17 -11.21 -178.4 178.4 -36.2 -21.27 169.92 -169.943.62 25.46 -53.04 53.04 C2左 M C2右 M C2-D2 V -17.9653 -244.85 -21.3282 -210.8683.8378 55.7233 -1.332 73.094 V -12.14 -5.04 -148.6148.67 -21.624 -69.7146 1.694 -277.098 跨中 M 29.11 16.76 21.62 -21.62 V -43.86 -25.78 -53.04 53.04 D2左 M -36.81 -22.08 -148.3 148.3 -71.3319 -250.21 -84.4754 -137.05内力组合 表7-2 框架梁内力组合 层号 杆件号 截面 内力 荷载类别 恒①

活② 地震左

右④ A3右 M A3-B3 V -36.2 -21.27 142.63 -142.3.62 25.46 -44.43 44.43 -73.218 87.988 58.396 -88.724 -21.8 -9.662 83.8378 55.7233 地震 1.2①+1.41.35①+0.98

1.2×(①+0.5②)+ 1.3×③ 9.861 69.441 1.3×④ 125.379 20.535 104.391 -10.341 179.793 -2.694 181.706 144.609 125.379 20.535 104.391 -10.341 -69.7146 129.217 -241.621 跨中 M 29.11 16.76 18.81 -18.81 V -43.86 -25.78 -44.43 44.43 B3左 M -36.81 -22.08 -124.4124.47 -75.084 B3右 M 3层 B3-C3 V 跨中 M -5.17 -11.21 149.72 -149.72.11 -8.71 0 0 -71.3319 -219.23-84.4754 -125.8521.3282 -5.6873 -144.60-2.694 -17.9653 181.706 -207.566 12.14 5.04 -124.7124.77 21.624 -5.17 -11.21 -149.7149.72 -21.8 -36.2 -21.27 142.63 -142.3.62 25.46 -44.43 44.43 -73.218 87.988 58.396 -88.724 C3左 M C3右 M C3-D3 V -17.9653 -207.56-21.3282 -179.7983.8378 55.7233 9.861 69.441 V -12.14 -5.04 -124.7124.77 -21.624 -69.7146 129.217 -241.621 跨中 M 29.11 16.76 18.81 -18.81 V -43.86 -25.78 -44.43 44.43 D3左 M -36.81 -22.08 -124.4124.47 -75.084

-71.3319 -219.23-84.4754 -125.85表7-2 框架梁内力组合 层号 杆件号 截面 内力 荷载类别 恒①

活② 地震左

右④ 内力组合 地震 1.2①+1.41.35①+0.98

1.2×(①+0.5②)+ 1.3×③ 1.3×④ A4右 M -38.35 -21.27 104.19 -104.1A4-B4 V 43.79 25.46 -32.52 32.52 跨中 M 27.37 16.76 13.26 -13.26 V B4右 M 4层 B4-C4 V 跨中 M -43.7 -25.78 -32.52 32.52 -3.58 -11.21 109.38 -109.325.46 5.04 -91.75 91.75 3.7 -8.71 0 0 -3.58 -11.21 -109.3109.38 -75.798 88.192 56.308 -76.668 -88.532 -19.99 37.608 -7.754 -19.99 -37.608 -75.798 88.192 56.308 -76.668 -88.532 -72.6171 84.0673 53.3743 76.665 -194.229 25.548 60.138 110.1 25.662 59.205 -25.632 B4左 M -38.13 -22.08 -90.93 90.93 -73.1139 -177.21-84.2594 -110.1839.3102 -3.5408 -15.8188 131.172 -153.216 -85.699 152.851 -0.786 -0.786 131.172 85.699 110.1 25.662 59.205 -25.632 C4左 M -15.8188 -153.21-39.3102 -152.85-72.6171 84.0673 53.3743 25.548 60.138 V -25.46 -5.04 -91.75 91.75 C4右 M -38.35 -21.27 104.19 -104.1C4-D4 V 43.79 25.46 -32.52 32.52 跨中 M 27.37 16.76 13.26 -13.26 V 层号 杆件号 截面 内力 -43.7 -25.78 -32.52 32.52 荷载类别 恒①

活② 地震左

右④ A5右 M -57.76 -18.42 54.65 -54.65 A5-B5 V 跨中 M 57.11 17.61 6.96 -6.96 V 5层 B5-C5 V 跨中 M 76.665 -194.229 D4左 M -38.13 -22.08 -90.93 90.93 -73.1139 -177.21-84.2594 -110.18内力组合 表7-2 框架梁内力组合 地震 1.2①+1.41.35①+0.98

-95.1 93.186 -96.0276 128.3119 94.3563 1.2×(①+0.5②)+ 1.3×③ 85.186 88.146 1.3×④ 129.542 70.05 -26.041 -88.198 -88.775 87.142 47.79 37.138 129.542 70.05 -26.041 -88.198 -9.319 -151.409 77.13 24.68 -17.06 17.06 127.108 B5左 M -61.75 -23.23 -47.69 47.69 -106.622 -78.7 -26.56 -17.06 17.06 -131.624 16.78 8.11 -47.8 -3.32 -12.98 0 47.8 0 47.8 31.49 -22.156 -41.058 -31.49 -95.1 93.186 B5右 M -13.39 -17.85 47.69 -47.69 -41.058 -106.1279 -150.03-132.2738 -132.55-35.5695 30.6008 35.219 -37.138 -17.2024 -11.772 -11.772 -35.5695 -101.34-30.6008 -87.142 -96.0276 128.3119 94.3563 85.186 88.146 C5左 M -13.39 -17.85 -57.36 57.36 V -16.78 -8.11 -47.8 C5-D5 V C5右 M -57.76 -18.42 54.65 -54.65 跨中 M 57.11 17.61 6.96 -6.96 V -9.319 -151.409 77.13 24.68 -17.06 17.06 127.108 D5左 M -61.75 -23.23 -47.69 47.69 -106.622

-78.7 -26.56 -17.06 17.06 -131.624 -106.1279 -150.03-132.2738 -132.55

表7-3 横梁弯矩控制值计算(P=1.2*（①+0.5*②）) 层次

位置

截面

荷载 恒① A5右

活② 地震左③ 地震右④ P+1.3×③ M(KN*m) V(KN) -57.76 -18.42 54.65 -54.65 -9.319 -61.75 -23.23 -47.69 47.69 77.13 24.68 -17.06 17.06 85.186 -78.7 -26.56 -17.06 17.06 b(mm) M1=M-V*b/

-80.9 600

-25.824 59.768 -59.768 -34.8748 -190.2716 -38.14 600

-15.262 -42.572 42.572 -110.2688 0.4184 -18.424 600

-20.283 62.03 -62.03 46.3604 -114.9176 -8.356 600

-15.417 -43.02 43.02 -75.2034 36.86 -80.9 600

-25.824 59.768 -59.768 -34.8748 -190.2716 -38.14 600

-15.262 -42.572 42.572 -110.2688 0.4184 左边跨

P+1.3×④ -151.409 129.542 恒① B5左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -150.035 -132.554 -26.041 -88.198 -13.39 -17.85 47.69 -47.69 35.219 -88.775 -13.39 -17.85 -57.36 57.36 47.79 -57.76 -18.42 54.65 -54.65 -9.319 -61.75 -23.23 -47.69 47.69 16.78 8.11 -47.8 47.8 -37.138 87.142 -16.78 -8.11 -47.8 47.8 37.138 77.13 24.68 -17.06 17.06 85.186 -78.7 -26.56 -17.06 17.06 恒① B5右

活② 地震左③ 地震右④ P+1.3×③ 5 中跨

P+1.3×④ 恒① C5左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -101.346 -87.142 恒① C5右

活② 地震左③ 地震右④ P+1.3×③ 右边跨

P+1.3×④ -151.409 129.542 恒① D5左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -150.035 -132.554 -26.041 -88.198

表(P=1.2*（①+0.5*②）))表7-3 7-3 横梁弯矩控制值计算横梁弯矩控制值计算(P=1.2*（①+0.5*②）层次

位置

截面

荷载 恒① A3右

活② 地震左③ P+1.3×③ M(KN*m) V(KN) -36.2 -21.27 142.63 129.217 -36.81 -22.08 124.47 43.62 25.46 -44.43 44.43 9.861 -43.86 -25.78 -44.43 44.43 b(mm) M1=M-V*

-49.286 600

-28.908 155.959 -155.959 126.2587 -279.2347 -23.652 600

-14.346 -111.141 111.141 -181.4733 107.4933 -8.812 600

-12.722 187.151 -187.151 225.0887 -261.5039 4.058 600

-9.698 -81.855 81.855 -107.3607 105.4623 -49.286 600

-28.908 155.959 -155.959 126.2587 -279.2347 -23.652 600

-14.346 -111.141 111.141 -181.4733 107.4933 地震右④ -142.63 左边跨

P+1.3×④ -241.621 125.379 恒① B3左

活② 地震右④ P+1.3×③ P+1.3×④ 地震左③ -124.47 -219.231 -125.859 104.391 -10.341 -5.17 -11.21 149.72 12.14 5.04 -124.77 124.77 恒① B3右

活② 地震左③ P+1.3×③ 地震右④ -149.72 3

中跨

P+1.3×④ 181.706 -144.609 -207.566 179.793 -3.58 -11.21 109.38 131.172 -36.2 -21.27 142.63 129.217 -36.81 -22.08 124.47 -25.46 -5.04 -91.75 91.75 85.699 43.62 25.46 -44.43 44.43 9.861 -43.86 -25.78 -44.43 44.43 恒① C3左

活② 地震右④ P+1.3×③ P+1.3×④ 地震左③ -109.38 -153.216 -152.851 恒① C3右

活② 地震左③ P+1.3×③ 地震右④ -142.63 右边跨

P+1.3×④ -241.621 125.379 恒① D3左

活② 地震右④ P+1.3×③ P+1.3×④ 地震左③ -124.47 -219.231 -125.859 104.391 -10.341 层次 位置 截面 荷载 恒① M(KN*m) -36.2 -21.27 169.92 1.694 -36.81 -22.08 -148.3 148.3 135.37 -5.17 -11.21 178.4 -178.4 V(KN) 43.62 25.46 -53.04 53.04 -1.332 -43.86 -25.78 -53.04 53.04 0.852 12.14 5.04 -148.67 148.67 b(mm) M1=M-V*

-49.286 600

-28.908 185.832 -185.832 165.0936 -318.0696 -23.652 600

-14.346 -132.388 132.388 -209.0944 135.1144 -8.812 600

-12.722 223.001 -223.001 271.6937 -308.10 -1.528 600

-9.698 -133.799 133.799 -181.5911 166.2863 -49.286 600

-28.908 185.832 -185.832 165.0936 -318.0696 -23.652 600

-14.346 -132.388 132.388 -209.0944 135.1144 A2右

活② 地震左③ P+1.3×③ 地震右④ -169.92 左边跨

P+1.3×④ -277.098 136.572 恒① B2左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -250.21 -137.052 恒① B2右

活② 地震左③ 地震右④ P+1.3×③ 2 中跨

218.99 -175.679 -244.85 210.863 -5.17 -11.21 -178.4 178.4 218.99 -36.2 -21.27 169.92 1.694 -36.81 -22.08 -148.3 148.3 135.37 -12.14 -5.04 -148.67 148.67 175.679 43.62 25.46 -53.04 53.04 -1.332 -43.86 -25.78 -53.04 53.04 0.852 P+1.3×④ 恒① C2左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -244.85 -210.863 恒① C2右

活② 地震左③ P+1.3×③ 地震右④ -169.92 右边跨

P+1.3×④ -277.098 136.572 恒① D2左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -250.21 -137.052 表7-3 横梁弯矩控制值计算(P=1.2*（①+0.5*②）) 层次 位置 截面 荷载 恒① M(KN*m) V(KN) -35.34 -21.27 111.46 .728 -34. -22.08 -90.71 90.71 63.107 -7.77 -11.21 111.53 43.38 25.46 -34.03 34.03 23.093 -43.61 -25.78 -34.04 34.04 -23.548 12.14 5.04 -92.94 92.94 b(mm) M1=M-V*

-48.354 600

-28.908 121.669 -121.669 82.8001 -233.5393 -21.557 600

-14.346 -80.498 80.498 -139.1234 70.1714 -11.412 600

-12.722 139.412 -139.412 159.908 -202.5632 -4.128 600

-9.698 -83.8 83.8 -119.5148 97.97 -48.354 600

-28.908 121.669 -121.669 82.8001 -233.5393 -21.557 600

-14.346 -80.498 80.498 -139.1234 70.1714 A1右

活② 地震左③ P+1.3×③ 地震右④ -111.46 左边跨

P+1.3×④ -200.068 111.571 恒① B1左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -172.739 -112.052 恒① B1右

活② 地震左③ P+1.3×③ 地震右④ -111.53 1

中跨

P+1.3×④ 128.939 -103.23 -161.039 138.414 -7.77 -11.21 111.53 128.939 -35.34 -21.27 111.46 .728 -34. -22.08 -90.71 90.71 63.107 -12.14 -5.04 -92.94 92.94 103.23 43.38 25.46 -34.03 34.03 23.093 -43.61 -25.78 -34.04 34.04 -23.548 恒① C1左

活② 地震右④ P+1.3×③ P+1.3×④ 地震左③ -111.53 -161.039 -138.414 恒① C1右

活② 地震左③ P+1.3×③ 地震右④ -111.46 右边跨

P+1.3×④ -200.068 111.571 恒① D1左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -172.739 -112.052 表7-3 横梁弯矩控制值计算(P=1.2*（①+0.5*②）) 层次 位置 截面 荷载 恒① M(KN*m) V(KN) -38.35 -21.27 104.19 76.665 -194.229 -38.13 -22.08 -90.93 90.93 59.205 -3.58 -11.21 109.38 43.79 25.46 -32.52 32.52 25.548 110.1 -43.7 -25.78 -32.52 32.52 -25.632 25.46 5.04 -91.75 91.75 b(mm) M1=M-V*

-80.9 600

-25.824 59.768 -59.768 -34.8748 -190.2716 -38.14 600

-15.262 -42.572 42.572 -110.2688 0.4184 -18.424 600

-20.283 62.03 -62.03 46.3604 -114.9176 -8.356 600

-15.417 -43.02 43.02 -75.2034 36.86 -80.9 600

-25.824 59.768 -59.768 -34.8748 -190.2716 -38.14 600

-15.262 -42.572 42.572 -110.2688 0.4184 A4右

活② 地震左③ P+1.3×③ 地震右④ -104.19 左边跨

P+1.3×④ 恒① B4左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -177.213 -110.184 恒① B4右

活② 地震左③ P+1.3×③ 地震右④ -109.38 4

中跨

P+1.3×④ 131.172 -85.699 -153.216 152.851 -3.58 -11.21 109.38 131.172 -38.35 -21.27 104.19 76.665 -194.229 -38.13 -22.08 -90.93 90.93 59.205 -25.46 -5.04 -91.75 91.75 85.699 43.79 25.46 -32.52 32.52 25.548 110.1 -43.7 -25.78 -32.52 32.52 -25.632 恒① C4左

活② 地震右④ P+1.3×③ P+1.3×④ 地震左③ -109.38 -153.216 -152.851 恒① C4右

活② 地震左③ P+1.3×③ 地震右④ -104.19 右边跨

P+1.3×④ 恒① D4左

活② 地震左③ 地震右④ P+1.3×③ P+1.3×④ -177.213 -110.184 表7-5 框架柱内力组合 层次

杆件

截面

内力种类

① 上端

A1A0

M N 下端

M N 上端

B1B0

V M N 下端

M N 1

上端

C1C0

V M N 下端

M N 上端

D1D0 下端

V M N M N

恒载 活载

地震 左 地震 右 ④ 1.2恒

内力组合 1.35恒1.2(恒+0.5活)+ ② 10.3 16.55 1.3地震1.3地震+1.4活 +0.98-78.02 78.02 34.28 32.44 -75.39 127.47 ③ 1370.66 534.83 -181.08 181.08 2393.55 2374.52 1730.29 2201.09 9.6 5.63 -33.44 33.44 19.4 18.48 -28.57 58.37 1370.66 534.83 -400.59 400.59 2393.55 2374.52 1444.92 2486.46 -6.71 -18.68 -4.08 -34.03 34.03 -13.76 -13.06 -54.74 33.74 -6.81 -122.54 122.54 -31.95 -31. -185.8 132.8 1309.73 534.83 -324.4 324.4 2320.44 2292.27 1470.85 2314.29 -7.41 -2.5 -81.7 81.7 -12.39 -12.45 -116.6 95.82 1309.73 534.83 -324.4 324.4 2320.44 2292.27 1470.85 2314.29 6.7 12.95 2.39 5.97 -92.94 92.94 -78.02 78.02 11.39 23. 11.39 -111.35 130.3 23.33 -82.31 120.54 1370.66 534.83 -181.08 181.08 2393.55 2374.52 1730.29 2201.09 7.41 -2.5 -33.44 33.44 5.39 7.55 -36.09 50.86 1370.66 534.83 -400.59 400.59 2393.55 2374.52 1444.92 2486.46 -4.06 -16.55 -1.4 -34.03 34.03 -6.83 -6.85 -49.95 38.53 -10.3 -122.54 122.54 -34.28 -32.44 -185.34 133.26 1370.66 534.83 -324.4 324.4 2393.55 2374.52 1543.97 2387.41 -9.6 5.63 -81.7 81.7 -3. -7.44 -114.35 98.07 1370.66 534.83 -324.4 324.4 2393.55 2374.52 1543.97 2387.41 4.43 2.67 -92.94 92.94 9.05 8.6 -113.9 127.74 V

表7-5 框架柱内力组合 层次

杆件

截面

内力种类

① 上端

A2A1

M N 下端

M N 上端

B2B1

V M N 下端

M N 2

上端

C2C1

V M N 下端

M N 上端

D2D1 下端

V M N M N

恒载 活载 地震 左 地震 右 ④ 1.2恒

内力组合 1.35恒1.2(恒+0.5活)+ ② 10.30 19.20 1.3地震1.3地震+1.4活 +0.98-87.00 87.00 37.46 36.01 -83.88 142.32 ③ 10.19 422.10 -147.45 147.45 17.97 1884.06 1368.60 1751.97 24.96 5.63 -82.92 82.92 37.83 39.21 -74.47 141.13 10.19 422.10 147.45 -147.45 17.97 1884.06 1751.97 1368.60 -6.71 -18.60 -4.08 -53.04 53.04 -13.76 -13.06 -79.45 58.45 -6.81 -163.35 163.35 -31.85 -31.78 -238.76 185.95 1033.43 384.28 -265.94 265.94 1778.11 1771.72 1124.96 1816.41 -12.95 -2.50 -163.35 163.35 -19.04 -19.93 -229.40 195.32 1033.43 384.28 -265.94 265.94 1778.11 1771.72 1124.96 1816.41 6.70 18.60 2.39 -148.67 148.67 11.39 5.97 -163.35 163.35 30.67 11.39 -183.80 202.75 30.95 -186.46 238.25 1033.43 384.28 -265.94 265.94 1778.11 1771.72 1124.96 1816.41 18.68 -2.50 -163.35 163.35 18.92 22.77 -191.44 233.27 1033.43 384.28 -265.94 265.94 1778.11 1771.72 1124.96 1816.41 -4.06 -1.40 -148.67 148.67 -6.83 -6.85 -198.98 187.56 -21.28 -10.30 -87.00 87.00 -39.96 -38.82 -144.82 81.38 10.19 422.10 -147.45 147.45 17.97 1884.06 1368.60 1751.97 -24.96 5.63 -82.92 82.92 -22.07 -28.18 -134.37 81.22 10.19 422.10 147.45 -147.45 17.97 1884.06 1751.97 1368.60 4.43 2.67 -53.04 53.04 9.05 8.60 -62.03 75.87 V

表7-5 框架柱内力组合 层次

杆件

截面

内力种类

① 上端

A3A2

M N 下端

M N 上端

B3B2

3

上端

C3C2

V M N 下端

M N V M N 下端

M N 上端

V M N 下端 M 21.28 ② 10.30 恒载

活载

地震 左 ③ 地震 右 ④ 1.2恒

内力组合 1.35恒1.2(恒+0.5活)+ 1.3地震1.3地震+1.4活 +0.98-57.05 57.05 39.96 38.82 -42.45 105.88 813.37 309.38 -94.01 94.01 1409.18 1401.24 1039.46 1283. 21.28 14.72 -85.18 85.18 46.14 43.15 -76.37 145.10 813.37 309.38 -94.01 94.01 1409.18 1401.24 1039.46 1283. -12.90 -18.60 -6.24 -44.43 44.43 -24.22 -23.53 -76.98 38.54 -6.81 -123.38 123.38 -31.85 -31.78 -186.80 133.99 762.77 288.21 -170.31 170.31 1318.82 1312.19 866.85 1309.65 -18.60 -5.97 -150.81 150.81 -30.68 -30.96 -221.96 170.15 762.77 288.21 -170.31 170.31 1318.82 1312.19 866.85 1309.65 11.27 18.60 3.87 -124.77 124.77 18.94 5.97 -123.38 123.38 30.68 19.01 -146.36 178.05 30.96 -134.49 186.30 762.77 288.21 -170.31 170.31 1318.82 1312.19 866.85 1309.65 18.60 6.81 -150.81 150.81 31.85 31.78 -169.65 222.46 762.77 288.21 -170.31 170.31 1318.82 1312.19 866.85 1309.65 11.27 3.87 -124.77 124.77 18.94 19.01 -146.36 178.05 D3D2

-21.28 -10.30 -57.05 57.05 -39.96 -38.82 -105.88 42.45 813.37 309.38 -94.01 94.01 1409.18 1401.24 1039.46 1283. -21.28 -14.72 -85.18 85.18 -46.14 -43.15 -145.10 76.37 N

813.37 309.38 -94.01 94.01 1409.18 1401.24 1039.46 1283. -12.90 -6.24 -44.43 44.43 -24.22 -23.53 -76.98 38.54 V

表7-5 框架柱内力组合 层次

杆件

截面

内力种类

① 上端

A4A3

M N 下端

M N 上端

4

B4B3

V M N 下端

M N 上端

C4C3

下端

V M N M N 12.08 ② 10.30 恒载

活载

地震 左 ③ 地震 右 ④ 1.2恒

内力组合 1.35恒1.2(恒+0.5活)+ 1.3地震1.3地震+1.4活 +0.98-24.80 24.80 28.92 26.40 -11.56 52.92 537.55 196.65 -49.58 49.58 920.37 918.41 698.60 827.50 21.28 14.72 -79.39 79.39 46.14 43.15 -68.84 137.58 537.55 196.65 -49.58 49.58 920.37 918.41 698.60 827.50 -10.59 -27.66 -6.24 -6.81 -32.52 32.52 -21.44 -20.41 -58.73 25.82 -70.11 70.11 -42.73 -44.01 -128.42 53.87 429.59 192.14 -.97 .97 784.50 768.24 513.83 747.75 -18.60 -5.97 -130.20 130.20 -30.68 -30.96 -195.16 143.36 429.59 192.14 -.97 .97 784.50 768.24 513.83 747.75 14.02 27.66 3.87 5.97 -91.75 91.75 -70.11 70.11 22.24 41.55 22.72 -100.13 138.42 43.19 -54.37 127.92 429.59 192.14 -.97 .97 784.50 768.24 513.83 747.75 18.60 6.81 -130.20 130.20 31.85 31.78 -142.85 195.67 429.59 192.14 -.97 .97 784.50 768.24 513.83 747.75 上端

D4D3

V M N 14.02 3.87 -91.75 91.75 22.24 22.72 -100.13 138.42 -12.08 -10.30 -24.80 24.80 -28.92 -26.40 -52.92 11.56 537.55 196.65 -49.58 49.58 920.37 918.41 698.60 827.50 -21.28 -14.72 -79.39 79.39 -46.14 -43.15 -137.58 68.84 537.55 196.65 -49.58 49.58 920.37 918.41 698.60 827.50 -10.29 -6.24 -32.52 32.52 -21.08 -20.01 -58.37 26.18 下端 M N

V

表7-5 框架柱内力组合 层次

杆件

截面

内力种类

① 上端

A5A4

M N 下端

M N 5

上端

B5B4

V M N 下端

M N

V 67.96 ② 21.67 恒载

活载

地震 左 ③ -6.65 地震 右 ④ 6.65 1.2恒

内力组合 1.35恒1.2(恒+0.5活)+ 1.3地震1.3地震+1.4活 +0.98111. 112.98 85.91 103.20 261.72 83.92 33.02 14.72 -49.58 49.58 431.55 435.56 299.96 428.87 -48.09 48.09 60.23 59.00 -14.06 110.97 261.72 83.92 -30.60 -6.24 -49.58 49.58 431.55 435.56 299.96 428.87 -17.06 17.06 -45.46 -47.43 -62. -18.29 -56.90 -11.03 -31.51 31.51 -83.72 -87.62 -115.86 -33.94 212.79 96.07 -27.66 -5.97 -.97 .97 3.85 381.42 196.03 429.95 -73.53 73.53 -41.55 -43.19 -132.36 58.81 -.97 .97 3.85 381.42 196.03 429.95 -47.80 47.80 35.97 38.24 -29.16 95.12 212.79 96.07 25.62 3.73 上端

C5C4

M N 56.90 6.33 -31.51 31.51 77.14 83.02 31.12 113.04 212.79 96.07 27.66 6.81 -.97 .97 3.85 381.42 196.03 429.95 -73.53 73.53 42.73 44.01 -58.31 132.87 下端 M N 212.79 96.07 25.62 3.73 -.97 .97 3.85 381.42 196.03 429.95 -47.80 47.80 -6.56 35.97 38.24 -29.16 95.12 上端

D5D4

V M N -67.96 -21.67 261.72 83.92 6.56 -111. -112.98 -103.08 -86.03 -49.58 49.58 431.55 435.56 299.96 428.87 下端 M N -33.02 -14.72 -48.09 48.09 -60.23 -59.00 -110.97 14.06 261.72 83.92 -49.58 49.58 431.55 435.56 299.96 428.87 21.28 30.50 7.92 52.28

V 30.60 -11.03 -17.06 17.06