镇江市某公司2号办公楼设计毕业论文
2022-07-06 20:13:55
论文总字数：51600字
附表-2 柱的内力组合 | ||||||||||||||
A柱内力组合 | ||||||||||||||
柱编号 | Z-A6W | Z-A5W | ||||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | ||||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V | |
恒载 | 1 | -70.73 | -241.15 | -31.75 | 53.11 | -268.18 | -31.75 | -85.08 | -594.09 | -39.71 | 57.89 | -619.04 | -39.71 | |
活载 | 2 | -20.07 | -51.84 | -7.94 | 10.91 | -51.84 | -7.94 | -15.64 | -103.68 | -7.19 | 10.26 | -103.68 | -7.19 | |
左地震 荷载 | 3 | 63.02 | -13.97 | 25.65 | -37.01 | -13.97 | 25.65 | -92.90 | 44.83 | -44.49 | 67.27 | 44.83 | -44.49 | |
右地震 荷载 | 4 | -63.02 | 13.97 | -25.65 | 37.01 | 13.97 | -25.65 | 92.90 | -44.83 | 44.49 | -67.27 | -44.83 | 44.49 | |
左风载 | 5 | 11.65 | -2.58 | 4.74 | -6.83 | -2.58 | 4.74 | 20.84 | -9.11 | 9.98 | -15.07 | -9.11 | 9.98 | |
右风载 | 6 | -11.65 | 2.58 | -4.74 | 6.83 | 2.58 | -4.74 | -20.84 | 9.11 | -9.98 | 15.07 | 9.11 | -9.98 | |
不考虑地震的组合 | 1.2恒载 1.4活载 | -112.97 | -361.96 | -49.22 | 79.01 | -394.39 | -49.22 | -123.99 | -858.06 | -57.72 | 83.83 | -888.00 | -57.72 | |
1.35恒载 0.7*1.4活载 | -115.15 | -376.36 | -50.64 | 82.39 | -412.85 | -50.64 | -130.19 | -903.63 | -60.65 | 88.21 | -937.31 | -60.65 | ||
1.2恒载 1.4右风 | -100.47 | -292.99 | -44.74 | 73.29 | -325.43 | -44.74 | -131.27 | -725.66 | -61.62 | 90.57 | -755.60 | -61.62 | ||
1.0恒载 1.4左风 | -54.42 | -237.54 | -25.11 | 43.55 | -264.57 | -25.11 | -55.90 | -581.34 | -25.74 | 36.79 | -606.29 | -25.74 | ||
1.2恒载 0.9×(1.4活 1.4右风） | -124.84 | -365.57 | -54.08 | 86.08 | -390.39 | -54.08 | -148.06 | -855.02 | -69.28 | 101.38 | -884.96 | -69.29 | ||
1.0恒载 0.9×(1.4活 1.4左风） | -81.34 | -303.22 | -35.78 | 58.25 | -330.25 | -35.78 | -78.53 | -713.25 | -36.19 | 51.83 | -738.20 | -36.19 | ||
考虑地震的组合 | 1.0重 1.3左震 | -1.16 | -248.91 | -2.38 | 10.45 | -275.94 | -2.38 | 27.87 | -587.65 | 14.53 | -24.43 | -612.60 | 14.53 | |
1.2重 1.3右震 | -178.84 | -338.65 | -76.21 | 118.39 | -371.08 | -76.21 | -232.25 | -833.40 | -109.80 | 163.08 | -863.34 | -109.80 | ||
(1.0重 1.3左震)*0.75 | -0.87 | -186.68 | -1.79 | 7.84 | -206.96 | -1.79 | 20.90 | -440.74 | 10.90 | -18.32 | -459.45 | 10.90 | ||
(1.2重 1.3右震)*0.75 | -134.13 | -253.99 | -57.16 | 88.79 | -287.31 | -57.16 | -174.19 | -625.05 | -82.35 | 122.31 | -647.51 | -82.35 | ||
∑Mc=ηc∑Mb | Mc′左震 kN·m | 43.16 | 25.52 | 68.02 | -46.05 | |||||||||
Mc′右震 kN·m | -146.47 | 100.09 | -196.36 | 145.86 | ||||||||||
组合 | ︳Mmax︱V N | -146.47 | -226.74 | 100.09 | -251.07 | -196.36 | -537.63 | 145.86 | -560.08 | |||||
Nmax M V | -122.02 | -186.68 | 80.01 | -206.96 | -160.25 | -440.74 | 112.85 | -459.45 | ||||||
Nmin M | -115.15 | -376.36 | 82.39 | -412.85 | -130.19 | -903.63 | 88.21 | -937.31 | ||||||
附表-2-续1 柱的内力组合 | ||||||||||||||
A柱的内力组合 | ||||||||||||||
柱编号 | Z-A4W | Z-A3W | ||||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | ||||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V | |
恒载 | 1 | -78.90 | -928.77 | -37.74 | 56.96 | -953.72 | -37.74 | -79.29 | -1263.45 | -37.91 | 57.18 | -1288.40 | -37.91 | |
活载 | 2 | -15.88 | -155.52 | -7.26 | 10.26 | -155.52 | -7.26 | -15.88 | -207.36 | -7.27 | 10.30 | -207.36 | -7.27 | |
左地震 荷载 | 3 | 118.79 | -88.14 | 59.99 | -97.19 | -88.14 | 59.99 | 136.95 | -143.67 | 71.78 | -121.45 | -143.67 | 71.78 | |
右地震 荷载 | 4 | -118.79 | 88.14 | -59.99 | 97.19 | 88.14 | -59.99 | -136.95 | 143.67 | -71.78 | 121.45 | 143.67 | -71.78 | |
左风载 | 5 | 29.15 | -19.36 | 14.72 | -23.85 | -19.36 | 14.72 | 36.35 | -33.58 | 19.04 | -32.19 | -33.58 | 19.04 | |
右风载 | 6 | -29.15 | 19.36 | -14.72 | 23.85 | 19.36 | -14.72 | -36.35 | 33.58 | -19.04 | 32.19 | 33.58 | -19.04 | |
不考虑地震的组合 | 1.2恒载 1.4活载 | -116.91 | -1332.25 | -55.45 | 82.72 | -1362.19 | -55.45 | -117.38 | -1806.44 | -55.67 | 83.04 | -1836.38 | -55.67 | |
1.35恒载 0.7*1.4活载 | -122.08 | -1406.25 | -58.06 | 86.95 | -1439.93 | -58.06 | -122.60 | -1908.87 | -58.30 | 87.29 | -1942.55 | -58.30 | ||
1.2恒载 1.4右风 | -135.49 | -1141.63 | -65.90 | 101.74 | -1171.57 | -65.90 | -146.04 | -1563.15 | -72.15 | 113.68 | -1593.09 | -72.15 | ||
1.0恒载 1.4左风 | -38.09 | -901.67 | -17.13 | 23.57 | -926.62 | -17.13 | -22.46 | -1216.44 | -11.25 | 12.11 | -1241.39 | -11.25 | ||
1.2恒载 0.9×(1.4活 1.4右风） | -151.42 | -1334.87 | -72.98 | 111.33 | -1364.81 | -72.98 | -160.96 | -1819.72 | -78.64 | 122.15 | -1849.66 | -78.64 | ||
1.0恒载 0.9×(1.4活 1.4左风） | -62.18 | -1100.33 | -28.34 | 39.84 | -1125.28 | -28.34 | -53.50 | -1482.41 | -23.08 | 29.60 | -1507.36 | -23.08 | ||
考虑地震的组合 | 1.0重 1.3左震 | 67.59 | -891.95 | 36.62 | -64.26 | -916.90 | 36.62 | 90.81 | -1180.36 | 51.77 | -95.56 | -1205.31 | 51.77 | |
1.2重 1.3右震 | -258.64 | -1322.42 | -127.63 | 200.86 | -1352.36 | -127.63 | -282.71 | -1827.33 | -143.17 | 232.68 | -1857.27 | -143.17 | ||
(1.0重 1.3左震)*0.75 | 50.69 | -668.96 | 27.47 | -48.20 | -687.68 | 27.47 | 68.11 | -885.27 | 38.83 | -71.67 | -903.98 | 38.83 | ||
(1.2重 1.3右震)*0.75 | -193.98 | -991.82 | -95.72 | 150.65 | -1014.27 | -95.72 | -212.03 | -1370.50 | -107.38 | 174.51 | -1392.95 | -107.38 | ||
∑Mc=ηc∑Mb | Mc′左震 kN·m | 127.42 | -100.57 | 142.11 | -139.19 | |||||||||
Mc′右震 kN·m | -231.32 | 185.00 | -260.38 | 218.23 | ||||||||||
组合 | ︳Mmax︱V N | -231.32 | -819.69 | 185.00 | -842.40 | -260.38 | -1090.34 | 218.33 | -1112.79 | |||||
Nmax M V | -180.95 | -668.96 | 141.33 | -687.68 | -198.95 | -885.27 | 165.16 | -903.98 | ||||||
Nmin M | -122.08 | -1406.25 | 86.95 | -1439.93 | -122.60 | -1908.87 | 87.29 | -1942.55 | ||||||
附表-2-续2 柱的内力组合 | ||||||||||||||
A柱的内力组合 | ||||||||||||||
柱编号 | Z-A2W | Z-A1W | ||||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | ||||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V | |
恒载 | 1 | -78.79 | -1598.13 | -39.16 | 62.19 | -1623.08 | -39.16 | -61.53 | -1932.81 | -21.98 | 30.77 | -1961.92 | -21.98 | |
活载 | 2 | -15.79 | -259.20 | -7.49 | 11.19 | -259.20 | -7.49 | -12.72 | -311.04 | -4.54 | 6.36 | -311.04 | -4.54 | |
左地震 荷载 | 3 | -146.98 | -207.87 | 81.66 | -146.98 | -207.87 | 81.66 | 161.72 | -279.66 | 93.91 | -231.72 | -279.66 | 93.91 | |
右地震 荷载 | 4 | 146.98 | 207.87 | -81.66 | 146.98 | 207.87 | -81.66 | -161.72 | 279.66 | -93.91 | 231.72 | 279.66 | -93.91 | |
左风载 | 5 | 42.12 | -51.20 | 23.40 | -42.12 | -51.20 | 23.40 | 52.76 | -73.11 | 30.65 | -75.99 | -73.11 | 30.65 | |
右风载 | 6 | -42.12 | 51.20 | -23.40 | 42.12 | 51.20 | -23.40 | -52.76 | 73.11 | -30.65 | 75.99 | 73.11 | -30.65 | |
不考虑地震的组合 | 1.2恒载 1.4活载 | -116.65 | -2280.64 | -57.48 | 90.29 | -2310.58 | -57.48 | -91.64 | -2754.83 | -32.73 | 45.83 | -2789.76 | -32.73 | |
1.35恒载 0.7*1.4活载 | -121.84 | -2411.49 | -60.21 | 94.92 | -2445.17 | -60.21 | -95.53 | -2914.11 | -34.12 | 47.77 | -2953.41 | -34.12 | ||
1.2恒载 1.4右风 | -153.52 | -1989.44 | -79.75 | 133.60 | -2019.38 | -79.75 | -147.70 | -2421.73 | -69.29 | 143.31 | -2456.66 | -69.29 | ||
1.0恒载 1.4左风 | -19.82 | -1526.45 | -6.40 | 3.22 | -1551.40 | -6.40 | 12.33 | -1830.46 | 20.93 | -75.62 | -1859.57 | 20.93 | ||
1.2恒载 0.9×(1.4活 1.4右风） | -167.51 | -2308.86 | -85.91 | 141.80 | -2338.80 | -78.08 | -156.34 | -2803.40 | -70.72 | 140.69 | -2839.33 | -70.72 | ||
1.0恒载 0.9×(1.4活 1.4左风） | -45.61 | -1860.21 | -19.11 | 23.22 | -1885.16 | -19.11 | -11.08 | -2232.60 | 10.92 | -56.96 | -2261.71 | 10.92 | ||
考虑地震的组合 | 1.0重 1.3左震 | 104.39 | -1457.50 | 63.25 | -123.29 | -1482.45 | 63.25 | 142.35 | -1724.77 | 97.84 | -268.59 | -1753.88 | 97.84 | |
1.2重 1.3右震 | -295.10 | -2343.51 | -157.64 | 272.42 | -2373.45 | -157.64 | -291.70 | -2869.55 | -151.18 | 343.28 | -2904.49 | -151.18 | ||
(1.0重 1.3左震)*0.75 | 78.29 | -1093.13 | 43.44 | -92.47 | -1111.84 | 47.44 | 106.76 | -1293.58 | 73.38 | -201.44 | -1315.41 | 73.38 | ||
(1.2重 1.3右震)*0.75 | -221.33 | -1757.63 | -118.23 | 204.32 | -1780.09 | -118.23 | -218.78 | -2152.16 | -113.39 | 257.46 | -2178.37 | -113.39 | ||
∑Mc=ηc∑Mb | Mc′左震 kN·m | 152.05 | -167.29 | 193.14 | -222.11 | |||||||||
Mc′右震 kN·m | -276.77 | 260.12 | -278.53 | 320.31 | ||||||||||
组合 | ︳Mmax︱V N | -276.77 | -1352.28 | 260.12 | -1374.74 | -278.53 | -1606.83 | 320.31 | -1633.03 | |||||
Nmax M V | -208.32 | -1093.13 | 194.14 | -1111.84 | -208.59 | -1293.58 | 252.36 | -1315.41 | ||||||
Nmin M | -121.84 | -2411.49 | 94.92 | -2445.17 | -95.53 | -2914.11 | 47.77 | -2953.41 | ||||||
附表-2-续3 柱的内力组合 | |||||||||||||
B柱内力组合 | |||||||||||||
柱编号 | Z-B6W | Z-B5W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 59.43 | -243.99 | 26.28 | -43.07 | -271.02 | 26.28 | 77.13 | -622.51 | 34.76 | -48.02 | -647.46 | 34.76 |
活载 | 2 | 15.26 | -69.12 | 6.32 | -9.39 | -69.12 | 6.32 | 12.74 | -138.24 | 6.14 | -9.37 | -138.24 | 6.14 |
左地震 荷载 | 3 | 78.52 | -20.19 | 36.61 | -64.25 | -20.19 | 36.61 | 128.75 | -13.29 | 65.03 | -105.34 | -73.29 | 65.03 |
右地震 荷载 | 4 | -78.52 | 20.19 | -36.61 | 64.25 | 20.19 | -36.61 | -128.75 | 13.29 | -65.03 | 105.34 | 73.29 | -65.03 |
左风载 | 5 | 14.50 | -3.73 | 6.77 | -11.90 | -3.73 | 6.77 | 28.65 | -14.84 | 14.47 | -23.44 | -14.84 | 14.47 |
右风载 | 6 | -14.50 | 3.73 | -6.77 | 11.90 | 3.73 | -6.77 | -28.65 | 14.84 | -14.47 | 23.44 | 14.84 | -14.47 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 92.68 | -389.56 | 40.38 | -64.83 | -421.99 | 40.38 | 110.39 | -940.55 | 50.31 | -70.74 | -970.49 | 50.31 |
1.35恒载 0.7*1.4活载 | 95.19 | -397.12 | 41.67 | -67.35 | -433.61 | 41.67 | 116.61 | -975.86 | 52.94 | -74.01 | -1009.55 | 52.94 | |
1.2恒载 1.4左风 | 91.62 | -298.01 | 41.01 | -68.34 | -330.45 | 41.01 | 132.67 | -767.79 | 61.97 | -90.44 | -797.73 | 61.97 | |
1.0恒载 1.4右风 | 39.13 | -238.77 | 16.80 | -26.41 | -265.80 | 16.80 | 37.02 | -601.73 | 14.50 | -15.20 | -626.68 | 14.50 | |
1.2恒载 0.9×(1.4活 1.4左风） | 112.98 | -384.58 | 48.03 | -78.51 | -417.02 | 48.03 | 144.71 | -939.89 | 67.68 | -98.96 | -969.83 | 67.68 | |
1.0恒载 0.9×(1.4活 1.4右风） | 60.39 | -326.38 | 25.71 | -39.91 | -353.41 | 25.71 | 57.08 | -777.99 | 24.26 | -30.29 | -802.94 | 24.26 | |
考虑地震的组合 | 1.2重 1.3左震 | 182.55 | -360.51 | 82.92 | -140.84 | -392.94 | 82.92 | 267.58 | -925.23 | 129.94 | -200.19 | -955.17 | 129.94 |
1.0重 1.3右震 | -35.02 | -252.30 | -18.15 | 35.76 | -279.33 | -18.15 | -83.88 | -596.35 | -46.71 | 84.24 | -621.30 | -46.71 | |
(1.2重 1.3左震)*0.75 | 136.91 | -270.38 | 62.19 | -105.63 | -294.71 | 62.19 | 200.68 | -693.92 | 97.45 | -150.14 | -716.38 | 97.45 | |
(1.0重 1.3右震)*0.75 | -26.26 | -189.23 | -13.61 | 26.82 | -209.50 | -13.61 | -62.91 | -447.26 | -35.03 | 63.18 | -465.98 | -35.03 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -39.34 |
|
| 41.66 |
|
| -97.72 |
|
| 157.11 |
|
|
Mc′右震 kN·m | 219.46 |
|
| -151.70 |
|
| 288.22 |
|
| -324.04 |
|
| |
组合 | ︳Mmax︱V N | 219.46 | -270.38 |
| -151.70 | -294.92 |
| 288.22 | -693.92 |
| -324.04 | -716.38 |
|
Nmax M V | -26.27 | -189.23 |
| 26.82 | -209.50 |
| -62.91 | -447.26 |
| 63.18 | -465.98 |
| |
Nmin M | 95.19 | -397.12 |
| 67.35 | -433.61 |
| 116.61 | -975.86 |
| -74.01 | -1009.55 |
| |
附表-2-续4 柱的内力组合 | |||||||||||||
B柱的内力组合 | |||||||||||||
柱编号 | Z-B4W | Z-B3W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 72.36 | -982.76 | 33.27 | -47.41 | -1007.71 | 33.27 | 72.53 | -1343.01 | 33.36 | -47.58 | -1367.96 | 33.36 |
活载 | 2 | 12.70 | -207.36 | 6.12 | -9.34 | -207.36 | 6.12 | 12.71 | -276.48 | 6.13 | -9.37 | -276.48 | 6.13 |
左地震 荷载 | 3 | 157.83 | -144.46 | 87.68 | -157.83 | -144.46 | 87.68 | 188.83 | -239.73 | 104.91 | -188.83 | -239.73 | 104.91 |
右地震 荷载 | 4 | -157.83 | 144.46 | -87.68 | 157.83 | 144.46 | -87.68 | -188.83 | 239.73 | -104.91 | 188.83 | 239.73 | -104.91 |
左风载 | 5 | 38.45 | -33.78 | 21.36 | -38.45 | -33.78 | 21.36 | 49.75 | -57.93 | 27.64 | -49.75 | -57.93 | 27.64 |
右风载 | 6 | -38.45 | 33.78 | -21.36 | 38.45 | 33.78 | -21.36 | -49.75 | 57.93 | -27.64 | 49.75 | 57.93 | -27.64 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 104.61 | -1469.62 | 48.49 | -69.97 | -1499.56 | 48.49 | 104.83 | -1998.68 | 48.61 | -70.21 | -2028.62 | 48.61 |
1.35恒载 0.7*1.4活载 | 110.13 | -1529.94 | 50.91 | -73.16 | -1563.62 | 50.91 | 110.37 | -2084.01 | 51.04 | -73.42 | -2117.70 | 51.04 | |
1.2恒载 1.4左风 | 140.66 | -1226.60 | 69.83 | -110.72 | -1256.54 | 69.83 | 156.69 | -1692.71 | 78.73 | -126.75 | -1722.65 | 78.73 | |
1.0恒载 1.4右风 | 18.53 | -935.47 | 3.37 | -6.42 | -960.42 | 3.37 | 2.88 | -1261.91 | 5.34 | -22.07 | -1286.86 | 5.34 | |
1.2恒载 0.9×(1.4活 1.4左风） | 151.28 | -1483.15 | 74.55 | -117.11 | -1513.09 | 74.55 | 165.74 | -2032.97 | 82.58 | -131.59 | -2062.91 | 82.58 | |
1.0恒载 0.9×(1.4活 1.4右风） | 39.92 | -1201.47 | 14.07 | -10.73 | -1226.42 | 14.07 | 25.86 | -1618.38 | 6.26 | 3.30 | -1643.33 | 6.26 | |
考虑地震的组合 | 1.2重 1.3左震 | 299.63 | -1491.53 | 157.58 | -267.68 | -1521.47 | 157.58 | 336.33 | -2089.15 | 180.09 | -308.20 | -2119.09 | 180.09 |
1.0重 1.3右震 | -126.47 | -898.64 | -77.65 | 153.10 | -923.59 | -77.65 | -166.59 | -1169.60 | -99.96 | 193.21 | -1194.55 | -99.96 | |
(1.2重 1.3左震)*0.75 | 224.72 | -1118.64 | 118.19 | -200.76 | -1141.10 | 118.19 | 252.25 | -1566.86 | 135.07 | -231.15 | -1589.32 | 135.07 | |
(1.0重 1.3右震)*0.75 | -94.85 | -673.98 | -58.24 | 114.82 | -692.69 | -58.24 | -124.95 | -877.20 | -74.97 | 144.91 | -895.91 | -74.97 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -87.11 |
|
| 174.47 |
|
| -189.84 |
|
| 218.00 |
|
|
Mc′右震 kN·m | 210.35 |
|
| -312.93 |
|
| 340.49 |
|
| -302.68 |
|
| |
组合 | ︳Mmax︱V N | 210.35 | -1118.65 |
| -312.93 | -1141.10 |
| 340.49 | -1566.86 |
| -302.68 | -2031.58 |
|
Nmax M V | -94.85 | -673.98 |
| 114.83 | -692.69 |
| -124.94 | -877.20 |
| 144.91 | -1063.92 |
| |
Nmin M | 110.13 | -1529.94 |
| -73.16 | -1563.62 |
| 110.13 | -2084.01 |
| -73.42 | -2117.70 |
| |
附表-2-续5 柱的内力组合 | |||||||||||||
B柱的内力组合 | |||||||||||||
柱编号 | Z-B2W | Z-B1W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 71.87 | -1703.26 | 33.55 | -48.92 | -1728.21 | 33.55 | 58.31 | -2063.51 | 20.83 | -29.16 | -2092.63 | 20.83 |
活载 | 2 | 12.57 | -345.60 | 5.69 | -7.90 | -345.60 | 5.69 | 8.20 | -414.72 | 2.93 | -4.10 | -414.72 | 2.93 |
左地震 荷载 | 3 | 216.66 | -351.92 | 120.37 | 216.66 | -351.92 | 120.37 | 218.86 | -469.58 | 115.80 | -267.49 | -469.58 | 115.80 |
右地震 荷载 | 4 | -216.66 | 351.92 | -120.37 | -216.66 | 351.92 | -120.37 | -218.86 | 469.58 | -115.80 | 267.49 | 469.58 | -115.80 |
左风载 | 5 | 60.12 | -88.10 | 33.40 | -60.12 | 88.10 | 33.40 | 71.37 | -123.39 | 38.30 | -89.49 | -123.39 | 38.30 |
右风载 | 6 | -60.12 | 88.10 | -33.40 | 60.12 | -88.10 | -33.40 | -71.37 | 123.39 | -38.30 | 89.49 | 123.39 | -38.30 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 103.84 | -2527.75 | 48.23 | -69.76 | -2557.69 | 48.23 | 81.45 | -3056.82 | 29.10 | -40.73 | -3091.76 | 29.10 |
1.35恒载 0.7*1.4活载 | 109.34 | -2638.09 | 50.87 | -73.78 | -2671.77 | 50.87 | 86.75 | -3192.16 | 30.99 | -43.38 | -3231.48 | 30.99 | |
1.2恒载 1.4左风 | 170.41 | -2167.25 | 87.02 | -142.87 | -2197.19 | 87.02 | 169.89 | -2648.96 | 78.62 | -160.28 | -2683.89 | 78.62 | |
1.0恒载 1.4右风 | 12.30 | -1579.92 | 13.21 | -35.25 | -1604.87 | 13.21 | 41.61 | -1890.76 | 32.79 | -96.13 | -1920.87 | 32.79 | |
1.2恒载 0.9×(1.4活 1.4左风） | 177.83 | -2590.37 | 89.51 | -144.41 | -2620.31 | 89.51 | 170.23 | -3154.23 | 76.95 | -152.92 | -3189.16 | 76.95 | |
1.0恒载 0.9×(1.4活 1.4右风） | 11.96 | -2027.71 | -1.36 | 16.88 | -2274.67 | -1.36 | -21.28 | -2430.59 | -23.74 | 78.43 | -2459.71 | -23.74 | |
考虑地震的组合 | 1.2重 1.3左震 | 375.44 | -2708.77 | 200.16 | -345.10 | -2562.87 | 200.16 | 359.41 | -3335.50 | 177.29 | -385.19 | -3370.44 | 177.29 |
1.0重 1.3右震 | -203.50 | -1418.56 | -120.09 | -228.79 | -1619.35 | -120.09 | -222.11 | -1660.42 | -128.25 | 316.53 | -1689.54 | -128.25 | |
(1.2重 1.3左震)*0.75 | 281.58 | -2031.58 | 150.12 | -258.83 | -1922.15 | 150.12 | 269.56 | -2501.62 | 132.97 | -288.89 | -2527.83 | 132.97 | |
(1.0重 1.3右震)*0.75 | -152.63 | -1063.92 | -90.06 | -171.59 | -1214.51 | -90.06 | -166.58 | -1245.31 | -96.18 | 237.40 | -1267.15 | -96.18 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -229.61 |
|
| 246.02 |
|
| -238.83 |
|
| 274.65 |
|
|
Mc′右震 kN·m | 368.72 |
|
| -386.16 |
|
| 402.16 |
|
| 462.48 |
|
| |
组合 | ︳Mmax︱V N | 368.72 | -2031.58 |
| -386.16 | -1922.15 |
| 402.16 | -2501.63 |
| -462.48 | -2527.83 |
|
Nmax M V | -152.63 | -1063.92 |
| 171.59 | -1214.51 |
| -166.38 | -1245.32 |
| 237.40 | -1267.15 |
| |
Nmin M | 103.84 | -2527.75 |
| -69.76 | -2557.69 |
| 81.45 | -3056.82 |
| -43.38 | -3231.46 |
| |
附表-2-续6 柱的内力组合 | |||||||||||||
C柱内力组合 | |||||||||||||
柱编号 | Z-C6W | Z-C5W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | -59.43 | -243.99 | -26.28 | 43.07 | -271.02 | -26.28 | -77.13 | -622.51 | -34.76 | 48.02 | -647.46 | -34.76 |
活载 | 2 | -15.26 | -69.12 | -6.32 | 9.39 | -69.12 | -6.32 | -12.74 | -138.24 | -6.14 | 9.37 | -138.24 | -6.14 |
左地震 荷载 | 3 | 78.52 | 20.19 | 36.61 | -64.25 | 20.19 | 36.61 | 128.75 | 13.29 | 65.03 | -105.34 | 73.29 | 65.03 |
右地震 荷载 | 4 | -78.52 | -20.19 | -36.61 | 64.25 | -20.19 | -36.61 | -128.75 | -13.29 | -65.03 | 105.34 | -73.29 | -65.03 |
左风载 | 5 | 14.50 | 3.73 | 6.77 | -11.90 | 3.73 | 6.77 | 28.65 | 14.84 | 14.47 | -23.44 | 14.84 | 14.47 |
右风载 | 6 | -14.50 | -3.73 | -6.77 | 11.90 | -3.73 | -6.77 | -28.65 | -14.84 | -14.47 | 23.44 | -14.84 | -14.47 |
不考虑地震的组合 | 1.2恒载 1.4活载 | -92.68 | -389.56 | -40.38 | 64.83 | -421.99 | -40.38 | -110.39 | -940.55 | -50.31 | 70.74 | -970.49 | -50.31 |
1.35恒载 0.7*1.4活载 | -95.19 | -397.12 | -41.67 | 67.35 | -433.61 | -41.67 | -116.61 | -975.86 | -52.94 | 74.01 | -1009.55 | -52.94 | |
1.2恒载 1.4左风 | -91.62 | -298.01 | -41.01 | 68.34 | -330.45 | -41.01 | -132.67 | -767.79 | -61.97 | 90.44 | -797.73 | -61.97 | |
1.0恒载 1.4右风 | -39.13 | -238.77 | -16.80 | 26.41 | -265.80 | -16.80 | -37.02 | -601.73 | -14.50 | 15.20 | -626.68 | -14.50 | |
1.2恒载 0.9×(1.4活 1.4左风） | -112.98 | -384.58 | -48.03 | 78.51 | -417.02 | -48.03 | -144.71 | -939.89 | -67.68 | 98.96 | -969.83 | -67.68 | |
1.0恒载 0.9×(1.4活 1.4右风） | -60.39 | -326.38 | -25.71 | 48.52 | -353.41 | -25.71 | -57.08 | -777.99 | -24.26 | 30.29 | -802.94 | -24.26 | |
考虑地震的组合 | 1.0重 1.3左震 | 35.02 | -252.30 | 18.15 | -35.76 | -279.33 | 18.15 | 83.88 | -596.35 | 46.71 | -84.24 | -621.30 | 46.71 |
1.2重 1.3右震 | -182.55 | -360.51 | -82.92 | 140.84 | -392.94 | -82.92 | -267.58 | -925.23 | -129.94 | 200.19 | -955.17 | -129.94 | |
(1.0重 1.3左震)*0.75 | 26.26 | -189.23 | 13.61 | -26.82 | -209.50 | 13.61 | 62.91 | -447.26 | 35.03 | -63.18 | -465.98 | 35.03 | |
(1.2重 1.3右震)*0.75 | -136.91 | -270.38 | -62.19 | 105.63 | -294.71 | -62.19 | -200.68 | -693.92 | -97.45 | 150.14 | -716.38 | -97.45 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | 39.34 |
|
| -41.66 |
|
| 97.72 |
|
| -157.11 |
|
|
Mc′右震 kN·m | -219.46 |
|
| 151.70 |
|
| -288.22 |
|
| 324.04 |
|
| |
组合 | ︳Mmax︱V N | -219.46 | -270.38 |
| 151.70 | -294.92 |
| -288.22 | -693.92 |
| 324.04 | -716.38 |
|
Nmax M V | 26.27 | -189.23 |
| -26.82 | -209.50 |
| 62.91 | -447.26 |
| -63.18 | -465.98 |
| |
Nmin M | -95.19 | -397.12 |
| -67.35 | -433.61 |
| -116.61 | -975.86 |
| 74.01 | -1009.55 |
| |
附表-2-续7 柱的内力组合 | |||||||||||||
C柱的内力组合 | |||||||||||||
柱编号 | Z-C4W | Z-C3W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | -72.36 | -982.76 | -33.27 | 47.41 | -1007.71 | -33.27 | -72.53 | -1343.01 | -33.36 | 47.58 | -1367.96 | -33.36 |
活载 | 2 | -12.70 | -207.36 | -6.12 | 9.34 | -207.36 | -6.12 | 12.71 | -276.48 | -6.13 | 9.37 | -276.48 | -6.13 |
左地震 荷载 | 3 | 157.83 | 144.46 | 87.68 | -157.83 | 144.46 | 87.68 | 188.83 | 239.73 | 104.91 | -188.83 | 239.73 | 104.91 |
右地震 荷载 | 4 | -157.83 | -144.46 | -87.68 | 157.83 | -144.46 | -87.68 | -188.83 | -239.73 | -104.91 | 188.83 | -239.73 | -104.91 |
左风载 | 5 | 38.45 | 33.78 | 21.36 | -38.45 | 33.78 | 21.36 | 49.75 | 57.93 | 27.64 | -49.75 | 57.93 | 27.64 |
右风载 | 6 | -38.45 | -33.78 | -21.36 | 38.45 | -33.78 | -21.36 | -49.75 | -57.93 | -27.64 | 49.75 | -57.93 | -27.64 |
不考虑地震的组合 | 1.2恒载 1.4活载 | -104.61 | -1469.62 | -48.49 | 69.97 | -1499.56 | -48.49 | -69.24 | -1998.68 | -48.61 | 70.21 | -2028.62 | -48.61 |
1.35恒载 0.7*1.4活载 | -110.13 | -1529.94 | -50.91 | 73.16 | -1563.62 | -50.91 | -85.46 | -2084.01 | -51.04 | 73.42 | -2117.70 | -51.04 | |
1.2恒载 1.4左风 | -140.66 | -1226.60 | -69.83 | 110.72 | -1256.54 | -69.83 | -156.69 | -1692.71 | -78.73 | 126.75 | -1722.65 | -78.73 | |
1.0恒载 1.4右风 | -18.53 | -935.47 | -3.37 | -6.42 | -960.42 | -3.37 | -2.88 | -1261.91 | 5.34 | -22.07 | -1286.86 | 5.34 | |
1.2恒载 0.9×(1.4活 1.4左风） | -151.28 | -1483.15 | -74.55 | 117.11 | -1513.09 | -74.55 | -165.74 | -2032.97 | -82.58 | 131.59 | -2062.91 | -82.58 | |
1.0恒载 0.9×(1.4活 1.4右风） | -39.92 | -1147.47 | -14.07 | 10.73 | -1226.42 | -14.07 | -25.86 | -1618.38 | -6.26 | -3.30 | -1643.33 | -6.26 | |
考虑地震的组合 | 1.0重 1.3左震 | 126.47 | -898.64 | 77.65 | -153.10 | -923.59 | 77.65 | 166.59 | -1169.60 | 99.96 | -193.21 | -1194.55 | 99.96 |
1.2重 1.3右震 | -299.63 | -1491.53 | -157.58 | 267.68 | -1521.47 | -157.58 | -336.33 | -2089.15 | -180.09 | 308.20 | -2119.09 | -180.09 | |
(1.0重 1.3左震)*0.75 | 94.85 | -673.98 | 58.24 | -114.82 | -692.69 | 58.24 | 124.94 | -877.20 | 74.97 | -144.91 | -895.91 | 74.97 | |
(1.2重 1.3右震)*0.75 | -224.72 | -1118.64 | -118.19 | 200.76 | -1141.10 | -118.19 | -252.25 | -1566.86 | -135.07 | 231.15 | -1589.32 | -135.07 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | 87.11 |
|
| -174.47 |
|
| 189.84 |
|
| -218.00 |
|
|
Mc′右震 kN·m | -210.35 |
|
| 312.93 |
|
| -340.49 |
|
| 302.68 |
|
| |
组合 | ︳Mmax︱V N | -210.35 | -1118.65 |
| 312.93 | -1141.10 |
| -340.49 | -1566.86 |
| 302.68 | -2031.58 |
|
Nmax M V | 94.85 | -673.98 |
| -114.83 | -692.69 |
| 124.94 | -877.20 |
| -144.91 | -1063.92 |
| |
Nmin M | -110.13 | -1529.94 |
| 73.16 | -1563.62 |
| -110.13 | -2084.01 |
| 73.42 | -2117.70 |
| |
附表-2-续8 柱的内力组合 | |||||||||||||
C柱的内力组合 | |||||||||||||
柱编号 | Z-C2W | Z-C1W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | -71.87 | -1703.26 | -33.55 | 48.92 | -1728.21 | -33.55 | -58.31 | -2063.51 | -20.83 | 29.16 | -2092.63 | -20.83 |
活载 | 2 | -12.57 | -345.60 | -5.69 | 7.90 | -345.60 | -5.69 | -8.20 | -414.72 | -2.93 | 4.10 | -414.72 | -2.93 |
左地震 荷载 | 3 | 216.66 | 351.92 | 120.37 | -216.66 | 351.92 | 120.37 | 218.86 | 469.58 | 115.80 | -267.49 | 469.58 | 115.80 |
右地震 荷载 | 4 | -216.66 | -351.92 | -120.37 | 216.66 | -351.92 | -120.37 | -218.86 | -469.58 | -115.80 | 267.49 | -469.58 | -115.8 |
左风载 | 5 | 60.12 | 88.10 | 33.40 | -60.12 | 88.10 | 33.40 | 71.37 | 123.39 | 38.30 | -89.49 | 123.39 | 38.30 |
右风载 | 6 | -60.12 | -88.10 | -33.40 | 60.12 | -88.10 | -33.40 | -71.37 | -123.39 | -38.30 | 89.49 | -123.39 | -38.30 |
不考虑地震的组合 | 1.2恒载 1.4活载 | -103.84 | -2527.75 | -48.23 | 69.76 | -2557.69 | -48.23 | -81.45 | -3056.82 | -29.10 | 40.73 | -3091.76 | -29.10 |
1.35恒载 0.7*1.4活载 | -109.34 | -2638.09 | -50.87 | 73.78 | -2671.77 | -50.87 | -86.75 | -3192.16 | -30.99 | 43.38 | -3231.48 | -30.99 | |
1.2恒载 1.4左风 | -170.41 | -2167.25 | -87.02 | 142.87 | -2197.19 | 87.02 | -169.89 | -2648.96 | -78.62 | 160.28 | -2683.89 | -78.62 | |
1.0恒载 1.4右风 | 12.30 | -1579.92 | 13.21 | -35.25 | -1604.87 | 13.21 | 41.61 | -1890.76 | 32.79 | -96.13 | -1920.87 | 32.79 | |
1.2恒载 0.9×(1.4活 1.4左风） | -177.83 | -2590.37 | -89.51 | 144.41 | -2620.31 | -89.51 | -170.23 | -3154.23 | -76.95 | 152.92 | -3189.16 | -76.95 | |
1.0恒载 0.9×(1.4活 1.4右风） | -11.96 | -2027.71 | 1.36 | -16.88 | -2052.66 | 1.36 | 21.28 | -2430.59 | 23.74 | -78.43 | -2459.71 | 23.74 | |
考虑地震的组合 | 1.0重 1.3左震 | 203.50 | -1418.56 | 120.09 | -228.79 | -1619.35 | 120.09 | 222.11 | -1660.42 | 128.25 | -316.53 | -1689.54 | 128.25 |
1.2重 1.3右震 | -375.44 | -2708.77 | -200.16 | 345.10 | -2562.87 | -200.16 | -359.41 | -3335.50 | -177.29 | 385.19 | -3370.44 | -177.29 | |
(1.0重 1.3左震)*0.75 | 152.63 | -1063.92 | 90.06 | -171.59 | -1214.51 | 90.06 | 166.58 | -1245.31 | 96.18 | -237.40 | -1267.15 | 96.18 | |
(1.2重 1.3右震)*0.75 | -281.58 | -2031.58 | -150.12 | 258.83 | -1922.15 | -150.12 | -269.56 | -2501.62 | -132.97 | 288.89 | -2527.83 | -132.97 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | 229.61 |
|
| -246.02 |
|
| 238.83 |
|
| -274.65 |
|
|
Mc′右震 kN·m | -368.72 |
|
| 386.16 |
|
| -402.16 |
|
| 462.48 |
|
| |
组合 | ︳Mmax︱V N | -368.72 | -2031.58 |
| 386.16 | -1922.15 |
| -402.16 | -2501.63 |
| 462.48 | -2527.83 |
|
Nmax M V | 152.63 | -1063.92 |
| -171.59 | -1214.51 |
| 166.38 | -1245.32 |
| 237.40 | -1267.15 |
| |
Nmin M | -103.84 | -2527.75 |
| 69.76 | -2557.69 |
| -81.45 | -3056.82 |
| -43.38 | -3231.46 |
| |
附表-2-续9 柱的内力组合 | |||||||||||||
D柱内力组合 | |||||||||||||
柱编号 | Z-D6W | Z-D5W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 70.73 | -241.15 | 31.75 | -53.11 | -268.18 | 31.75 | 85.08 | -594.09 | 39.71 | -57.89 | -619.04 | 39.71 |
活载 | 2 | 20.07 | -51.84 | 7.94 | -10.91 | -51.84 | 7.94 | 15.64 | -103.68 | 7.19 | -10.26 | -103.68 | 7.19 |
左地震 荷载 | 3 | 63.02 | 13.97 | 25.65 | -37.01 | 13.97 | 25.65 | 92.90 | 44.83 | 44.49 | -67.27 | 44.83 | 44.49 |
右地震 荷载 | 4 | -63.02 | -13.97 | -25.65 | 37.01 | -13.97 | -25.65 | -92.90 | -44.83 | -44.49 | 67.27 | -44.83 | -44.49 |
左风载 | 5 | 11.65 | 2.58 | 4.74 | -6.83 | 2.58 | 4.74 | 20.84 | 9.11 | 9.98 | -15.07 | 9.11 | 9.98 |
右风载 | 6 | -11.65 | -2.58 | -4.74 | 6.83 | -2.58 | -4.74 | -20.84 | -9.11 | -9.98 | 15.07 | -9.11 | -9.98 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 112.97 | -361.96 | 49.22 | -79.01 | -394.39 | 49.22 | 123.99 | -858.06 | 57.72 | -83.83 | -888.00 | 57.72 |
1.35恒载 0.7*1.4活载 | 115.15 | -376.36 | 50.64 | -82.39 | -412.85 | 50.64 | 130.19 | -903.63 | 60.65 | -88.21 | -937.31 | 60.65 | |
1.2恒载 1.4左风 | 100.47 | -292.99 | 44.74 | -73.29 | -325.43 | 44.74 | 131.27 | -725.66 | 61.62 | -90.57 | -755.60 | 61.62 | |
1.0恒载 1.4右风 | 54.42 | -237.54 | 25.11 | -43.55 | -264.57 | 25.11 | 55.90 | -581.34 | 25.74 | -36.79 | -606.29 | 25.74 | |
1.2恒载 0.9×(1.4活 1.4左风） | 124.84 | -365.57 | 54.08 | -86.08 | -390.39 | 54.08 | 148.06 | -855.02 | 69.28 | -101.38 | -884.96 | 69.29 | |
1.0恒载 0.9×(1.4活 1.4右风） | 81.34 | -303.22 | 35.78 | -58.25 | -330.25 | 35.78 | 78.53 | -713.25 | 36.19 | -51.83 | -738.20 | 36.19 | |
考虑地震的组合 | 1.0重 1.3左震 | -1.16 | -248.91 | 2.38 | -10.45 | -275.94 | 2.38 | -27.87 | -587.65 | -14.53 | 24.43 | -612.60 | -14.53 |
1.2重 1.3右震 | 178.84 | -338.65 | 76.21 | -118.39 | -371.08 | 76.21 | 232.25 | -833.40 | 109.80 | -163.08 | -863.34 | 109.80 | |
(1.0重 1.3左震)*0.75 | -0.87 | -186.68 | 1.78 | -7.84 | -206.96 | 1.78 | -20.90 | -440.74 | -10.90 | 18.32 | -459.45 | -10.90 | |
(1.2重 1.3右震)*0.75 | 134.13 | -253.99 | 57.16 | -88.79 | -278.31 | 57.16 | 174.19 | -625.05 | 82.35 | -122.31 | -647.51 | 82.35 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -43.16 |
|
| 25.52 |
|
| -68.02 |
|
| 46.05 |
|
|
Mc′右震 kN·m | 146.47 |
|
| -100.09 |
|
| 196.36 |
|
| -145.86 |
|
| |
组合 | ︳Mmax︱V N | 146.47 | -226.74 |
| -100.09 | -251.07 |
| 196.36 | -537.63 |
| -145.86 | -560.08 |
|
Nmax M V | 122.02 | -186.68 |
| -80.01 | -206.96 |
| 160.25 | -440.74 |
| -112.85 | -459.45 |
| |
Nmin M | 115.15 | -376.36 |
| -82.39 | -412.85 |
| 130.19 | -903.63 |
| -88.21 | -937.31 |
| |
附表-2-续10 柱的内力组合 | |||||||||||||
D柱的内力组合 | |||||||||||||
柱编号 | Z-D4W | Z-D3W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 78.90 | -928.77 | 37.74 | -56.96 | -953.72 | 37.74 | 79.29 | -1263.45 | 37.91 | -57.18 | -1288.40 | 37.91 |
活载 | 2 | 15.88 | -155.52 | 7.26 | -10.26 | -155.52 | 7.26 | 15.88 | -207.36 | 7.27 | -10.30 | -207.36 | 7.27 |
左地震 荷载 | 3 | 118.79 | 88.14 | 59.99 | -97.19 | 88.14 | 59.99 | 136.95 | 143.67 | 71.78 | -121.45 | 143.67 | 71.78 |
右地震 荷载 | 4 | -118.79 | -88.14 | -59.99 | 97.19 | -88.14 | -59.99 | -136.95 | -143.67 | -71.78 | 121.45 | -143.67 | -71.78 |
左风载 | 5 | 29.15 | 19.36 | 14.72 | -23.85 | 19.36 | 14.72 | 36.35 | 33.58 | 19.04 | -32.19 | 33.58 | 19.04 |
右风载 | 6 | -29.15 | -19.36 | -14.72 | 23.85 | -19.36 | -14.72 | -36.35 | -33.58 | -19.04 | 32.19 | -33.58 | -19.04 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 116.91 | -1332.25 | 55.45 | -82.72 | -1362.19 | 55.45 | 117.38 | -1806.44 | 55.67 | -83.04 | -1836.38 | 55.67 |
1.35恒载 0.7*1.4活载 | 122.08 | -1406.25 | 58.06 | -86.95 | -1439.93 | 58.06 | 122.60 | -1908.87 | 58.30 | -87.29 | -1942.55 | 58.30 | |
1.2恒载 1.4左风 | 135.49 | -1141.63 | 65.90 | -101.74 | -1171.57 | 65.90 | 146.04 | -1563.15 | 72.15 | -113.68 | -1593.09 | 72.15 | |
1.0恒载 1.4右风 | 38.09 | -901.67 | 17.13 | -23.57 | -926.62 | 17.13 | 22.46 | -1216.44 | 11.25 | -12.11 | -1241.39 | 11.25 | |
1.2恒载 0.9×(1.4活 1.4左风） | 151.42 | -1334.87 | 72.98 | -111.33 | -1364.81 | 72.98 | 160.96 | -1819.72 | 78.64 | -122.15 | -1849.66 | 78.64 | |
1.0恒载 0.9×(1.4活 1.4右风） | 62.18 | -1100.33 | 28.34 | -39.84 | -1125.28 | 28.34 | 53.50 | -1482.41 | 23.08 | -29.60 | -1507.36 | 23.08 | |
考虑地震的组合 | 1.0重 1.3左震 | -67.59 | -891.95 | -36.62 | 64.26 | -916.90 | -36.62 | -90.81 | -1180.36 | -51.77 | 95.56 | -1205.31 | -51.77 |
1.2重 1.3右震 | 258.64 | -1322.42 | 127.63 | -200.86 | -1352.36 | 127.63 | 282.71 | -1827.33 | 143.17 | -232.68 | -1857.27 | 143.17 | |
(1.0重 1.3左震)*0.75 | -50.69 | -668.96 | -27.46 | 48.19 | -687.68 | -27.46 | -68.10 | -885.27 | -38.83 | 71.67 | -903.98 | -38.83 | |
(1.2重 1.3右震)*0.75 | 193.98 | -991.82 | 95.72 | -150.65 | -1014.27 | 95.72 | 212.03 | -1370.50 | 107.38 | -174.51 | -1392.95 | 107.38 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -127.42 |
|
| 100.57 |
|
| -142.11 |
|
| 139.19 |
|
|
Mc′右震 kN·m | 231.32 |
|
| -185.00 |
|
| 260.38 |
|
| -218.23 |
|
| |
组合 | ︳Mmax︱V N | 231.32 | -819.69 |
| -185.00 | -842.40 |
| 260.38 | -1090.34 |
| -218.33 | -1112.79 |
|
Nmax M V | 180.95 | -668.96 |
| -141.33 | -687.68 |
| 198.95 | -885.27 |
| -165.16 | -903.98 |
| |
Nmin M | 122.08 | -1406.25 |
| -86.95 | -1439.93 |
| 122.60 | -1908.87 |
| -87.29 | -1942.55 |
| |
附表-2-续11 柱的内力组合 | |||||||||||||
D柱的内力组合 | |||||||||||||
柱编号 | Z-D2W | Z-D1W | |||||||||||
截面 | 柱顶 | 柱底 | 柱顶 | 柱底 | |||||||||
内力 | 弯矩、轴力及剪力 | M | N | V | M | N | V | M | N | V | M | N | V |
恒载 | 1 | 78.79 | -1598.13 | 39.16 | -62.19 | -1623.08 | 39.16 | 61.53 | -1932.81 | 21.98 | -30.77 | -1961.92 | 21.98 |
活载 | 2 | 15.79 | -259.20 | 7.49 | -11.19 | -259.20 | 7.49 | 12.72 | -311.04 | 4.54 | -6.36 | -311.04 | 4.54 |
左地震 荷载 | 3 | 146.98 | 207.87 | 81.66 | -146.98 | 207.87 | 81.66 | 161.72 | 279.66 | 93.91 | -231.72 | 279.66 | 93.91 |
右地震 荷载 | 4 | -146.98 | -207.87 | -81.66 | 146.98 | -207.87 | -81.66 | -161.72 | -279.66 | -93.91 | 231.72 | -279.66 | -93.91 |
左风载 | 5 | 42.12 | 51.20 | 23.40 | -42.12 | 51.20 | 23.40 | 52.76 | 73.11 | 30.65 | -75.99 | 73.11 | 30.65 |
右风载 | 6 | -42.12 | -51.20 | -23.40 | 42.12 | -51.20 | -23.40 | -52.76 | -73.11 | -30.65 | 75.99 | -73.11 | -30.65 |
不考虑地震的组合 | 1.2恒载 1.4活载 | 116.65 | -2280.64 | 57.48 | -90.29 | -2310.58 | 57.48 | 91.64 | -2754.83 | 32.73 | -45.83 | -2789.76 | 32.73 |
1.35恒载 0.7*1.4活载 | 121.84 | -2411.49 | 60.21 | -94.92 | -2445.17 | 60.21 | 95.53 | -2914.11 | 34.12 | -47.77 | -2953.41 | 34.12 | |
1.2恒载 1.4左风 | 153.52 | -1989.44 | 79.75 | -133.60 | -2019.38 | 79.75 | 147.70 | -2421.73 | 69.29 | -143.31 | -2456.66 | 69.29 | |
1.0恒载 1.4右风 | 19.82 | -1526.45 | 6.40 | -3.22 | -1551.40 | 6.40 | 12.33 | -1830.46 | 20.93 | -75.62 | -1859.57 | 20.93 | |
1.2恒载 0.9×(1.4活 1.4左风） | 167.51 | -2308.86 | 85.91 | -141.80 | -2338.80 | 78.08 | 156.34 | -2803.40 | 70.72 | -140.69 | -2839.33 | 70.72 | |
1.0恒载 0.9×(1.4活 1.4右风） | 45.61 | -1860.21 | 19.11 | -23.22 | -1885.16 | 19.11 | 11.08 | -2232.60 | 10.92 | -56.96 | -2261.71 | 10.92 | |
考虑地震的组合 | 1.0重 1.3左震 | -104.39 | -1457.50 | -63.25 | 123.29 | -1482.45 | -63.25 | -142.35 | -1724.77 | -97.83 | 268.59 | -1753.88 | -97.83 |
1.2重 1.3右震 | 295.10 | -2343.51 | 157.64 | -272.42 | -2373.45 | 157.64 | 291.70 | -2869.55 | 151.18 | -343.28 | -2904.49 | 151.18 | |
(1.0重 1.3左震)*0.75 | -78.29 | -1093.13 | -47.44 | 92.47 | -1111.84 | -47.44 | -106.76 | -1293.58 | -73.37 | 201.44 | -1315.41 | -73.37 | |
(1.2重 1.3右震)*0.75 | 221.33 | -1757.63 | 118.23 | -204.32 | -1780.09 | 118.23 | 218.78 | -2152.16 | 113.39 | -257.46 | -2178.37 | 113.39 | |
∑Mc=ηc∑Mb | Mc′左震 kN·m | -152.05 |
|
| 167.29 |
|
| -193.14 |
|
| 222.11 |
|
|
Mc′右震 kN·m | 276.77 |
|
| -260.12 |
|
| 278.53 |
|
| -320.31 |
|
| |
组合 | ︳Mmax︱V N | 276.77 | -1352.28 |
| -260.12 | -1374.74 |
| 278.53 | -1606.83 |
| -320.31 | -1633.03 |
|
Nmax M V | 208.32 | -1093.13 |
| -194.14 | -1111.84 |
| 208.59 | -1293.58 |
| -252.36 | -1315.41 |
| |
Nmin M | 121.84 | -2411.49 |
| -94.92 | -2445.17 |
| 95.53 | -2914.11 |
| -47.77 | -2953.41 |
| |
附表-3 梁柱节点处柱端弯矩调整 | |||||||||
节点 | 组合 | Mcu | Mcd | ∑Mc | Mbl | Mbr | ηc∑Mb | Mcu´ | Mcd´ |
A1 | 左震 | -123.29 | -142.35 | -265.64 | 0 | -327.66 | -360.43 | -167.28 | -193.15 |
右震 | 272.42 | 291.7 | 564.12 | 0 | 489.69 | 538.66 | 272.42 | 291.70 | |
B1 | 左震 | -345.1 | -359.41 | -704.51 | -380.43 | -261.64 | -706.28 | -345.97 | -360.31 |
右震 | 228.79 | 222.11 | 450.9 | 179.14 | 336.22 | 566.90 | 287.65 | 279.25 | |
A2 | 左震 | -95.56 | -104.39 | -199.95 | 0 | -264.76 | -291.24 | -139.19 | -152.05 |
右震 | 232.68 | 295.1 | 527.78 | 0 | 450 | 495.00 | 232.68 | 295.10 | |
B2 | 左震 | -308.2 | -375.44 | -683.64 | -365.78 | -249.8 | -677.14 | -308.20 | -375.44 |
右震 | 193.21 | 203.5 | 396.71 | 157.12 | 305.62 | 509.01 | 247.90 | 261.11 | |
A3 | 左震 | -64.26 | -90.81 | -155.07 | 0 | -220.62 | -242.68 | -100.57 | -142.11 |
右震 | 200.86 | 282.71 | 483.57 | 0 | 404.89 | 445.38 | 200.86 | 282.71 | |
B3 | 左震 | -267.68 | -336.33 | -604.01 | -328.58 | -210.09 | -592.54 | -267.68 | -336.33 |
右震 | 153.1 | 166.59 | 319.69 | 121.1 | 265.44 | 425.19 | 203.49 | 221.70 | |
A4 | 左震 | -24.43 | -67.59 | -92.02 | 0 | -157.7 | -173.47 | -46.05 | -127.42 |
右震 | 163.08 | 258.64 | 421.72 | 0 | 342.89 | 377.18 | 163.08 | 258.64 | |
B4 | 左震 | -200.19 | -299.63 | -499.82 | -277.71 | -153.62 | -474.46 | -200.19 | -299.63 |
右震 | 84.24 | 126.47 | 210.72 | 68.4 | 208.1 | 304.15 | 121.60 | 182.55 | |
A5 | 左震 | 10.45 | -27.87 | -17.42 | 0 | -85.03 | -93.53 | 25.51 | -68.02 |
右震 | 118.39 | 232.25 | 350.64 | 0 | 269.5 | 296.45 | 118.39 | 231.25 | |
B5 | 左震 | -140.84 | -267.58 | -408.42 | -235.2 | -102.85 | -371.86 | -140.84 | -267.58 |
右震 | 35.76 | 83.88 | 119.64 | 23.86 | 164.73 | 207.45 | 62.01 | 145.44 | |
A6 | 左震 | 0 | 1.16 | 1.16 | 0 | -39.24 | -43.16 | 0.00 | -43.16 |
右震 | 0 | 178.84 | 178.84 | 0 | 133.15 | 146.47 | 0.00 | 146.47 | |
B6 | 左震 | 0 | -182.55 | -185.55 | -116.27 | -28.32 | -159.05 | 0.00 | -159.05 |
右震 | 0 | 35.02 | 35.02 | -7.44 | 83.24 | 83.38 | 0.00 | 83.38 | |
附表-4 柱端剪力设计值调整计算表 | ||||||
杆件 | 组合 | Hn(m) | Mct(KN.m) | Mcb(KN.m) | V=ηvc(Mcb Mct)/Hn(KN) | |
上 | 下 | |||||
A0A1 | 左震 | 4.2 | 142.35 | 268.59 | 107.63 | -107.63 |
右震 | 4.2 | -291.7 | -343.28 | -166.30 | 166.30 | |
A1A2 | 左震 | 3.6 | 104.39 | 123.29 | 69.57 | -69.57 |
右震 | 3.6 | -295.1 | 272.42 | -173.41 | 173.41 | |
A2A3 | 左震 | 3.6 | 90.81 | 95.56 | 56.95 | -56.95 |
右震 | 3.6 | -282.71 | -232.68 | -157.48 | 157.48 | |
A3A4 | 左震 | 3.6 | 67.59 | 64.26 | 40.29 | -40.29 |
右震 | 3.6 | -258.64 | -200.86 | -140.40 | 140.40 | |
A4A5 | 左震 | 3.6 | 27.87 | 24.43 | 15.98 | -15.98 |
右震 | 3.6 | -232.25 | -163.08 | -120.80 | 120.80 | |
A5A6 | 左震 | 3.9 | -1.16 | -10.45 | -3.27 | 3.27 |
右震 | 3.9 | -178.84 | -118.39 | -83.83 | 83.83 | |
B0B1 | 左震 | 4.2 | 359.41 | 385.19 | 195.01 | -195.01 |
右震 | 4.2 | -222.11 | -316.53 | -155.18 | 155.18 | |
B1B2 | 左震 | 3.6 | 375.44 | 345.1 | 220.17 | -220.17 |
右震 | 3.6 | -203.5 | -228.79 | -132.09 | 132.09 | |
B2B3 | 左震 | 3.6 | 336.33 | 308.2 | 196.94 | -196.94 |
右震 | 3.6 | -166.59 | 193.21 | -109.94 | 109.94 | |
B3B4 | 左震 | 3.6 | 299.63 | 267.68 | 173.34 | -173.34 |
右震 | 3.6 | -126.47 | -153.1 | -85.42 | 85.42 | |
B4B5 | 左震 | 3.6 | 267.58 | 200.19 | 142.93 | -142.93 |
右震 | 3.6 | -83.88 | -84.24 | -51.37 | 51.37 | |
B5B6 | 左震 | 3.9 | 182.55 | 140.84 | 91.21 | -91.21 |
右震 | 3.9 | -35.02 | -35.76 | -19.96 | 19.96 | |
附表-5 调整后横向框架各柱剪力组合 | ||||||||||||||||||
柱号 | 层次 | 恒载SGK | 活载SQK | 左地震载SEK | 右地震载SEK | 左风载SWK | 右风载SWK | 1.2SGK 1.4SQK | 1.35SGK 0.7*1.4 SQK | 1.2(1.0) SGK 1.4SWK（左风） | 1.2(1.0) SGK 1.4SWK（右风） | 1.2(1.0)SGK 0.9（1.4SQK 1.4SWK) （左风） | 1.2(1.0)SGK 0.9（1.4SQK 1.4SWK） （右风） | rRE（1.2(1.0)（SGK 0.5SQK） 1.3SEK） (左震） | rRE(1.2(1.0)（SGK 0.5SQK） 1.3SEK) （右震） | 调整后的剪力 | 最不利剪力 | |
左震 | 右震 | |||||||||||||||||
A柱 | 6 | -31.75 | -7.94 | 25.65 | -25.65 | 4.74 | -4.74 | -49.22 | -50.64 | -25.11 | -44.74 | -35.78 | -54.08 | -1.78 | -57.16 | -3.27 | -83.83 | -83.83 |
5 | -39.71 | -7.19 | 44.49 | -44.49 | 9.98 | -9.98 | -57.72 | -60.65 | -25.74 | -61.62 | -36.19 | -69.29 | 10.90 | -82.35 | 15.98 | -120.80 | -120.80 | |
4 | -37.74 | -7.26 | 59.99 | -59.99 | 14.72 | -14.72 | -55.45 | -58.06 | -17.13 | -65.90 | -28.34 | -72.98 | 27.46 | -95.72 | 40.29 | -140.40 | -140.40 | |
3 | -37.91 | -7.27 | 71.78 | -71.78 | 19.04 | -19.04 | -55.67 | -58.30 | -11.25 | -72.15 | -23.08 | -78.64 | 38.83 | -107.38 | 56.95 | -157.48 | -157.48 | |
2 | -39.16 | -7.49 | 81.66 | -81.66 | 23.40 | -23.40 | -57.48 | -60.21 | -6.40 | -79.75 | -19.11 | -85.91 | 47.44 | -118.23 | 69.57 | -173.41 | -173.41 | |
1 | -21.98 | -4.54 | 93.91 | -93.91 | 30.65 | -30.65 | -32.73 | -34.12 | 20.93 | -69.29 | 10.92 | -70.72 | 73.37 | -113.39 | 107.63 | -166.30 | -166.30 | |
B柱 | 6 | 26.28 | 6.32 | 36.61 | -36.61 | 6.77 | -6.77 | 40.38 | 41.67 | 16.80 | 41.01 | 26.85 | 48.03 | -13.61 | 62.19 | 91.21 | -19.96 | 91.21 |
5 | 34.76 | 6.14 | 65.03 | -65.03 | 14.47 | -14.47 | 50.31 | 52.94 | 14.50 | 61.97 | 24.26 | 67.68 | -35.03 | 97.45 | 142.93 | -51.37 | 142.93 | |
4 | 33.27 | 6.12 | 87.68 | -87.68 | 21.36 | -21.36 | 48.49 | 50.91 | 3.37 | 69.83 | 14.07 | 74.55 | -58.24 | 118.19 | 173.34 | -85.42 | 173.34 | |
3 | 33.36 | 6.13 | 104.91 | -104.91 | 27.64 | -27.64 | 48.61 | 51.04 | -5.34 | 78.73 | 6.26 | 82.58 | -74.97 | 135.07 | 196.94 | -109.94 | 196.94 | |
2 | 33.55 | 5.69 | 120.37 | -120.37 | 33.40 | -33.40 | 48.23 | 50.87 | -13.21 | 87.02 | -1.36 | 89.51 | -90.06 | 150.12 | 220.17 | -132.09 | 220.17 | |
1 | 20.83 | 2.93 | 115.80 | -115.80 | 38.30 | -38.30 | 29.10 | 30.99 | -32.79 | 78.62 | -23.74 | 76.95 | -96.18 | 132.97 | 195.01 | -155.18 | 195.01 | |
附表-1 梁的内力组合 | ||||||||||||||||||
层次 | 六层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -37.61 | 75.89 | -49.33 | -79.09 | -20.75 | 3.22 | -20.75 | 3.22 | -49.33 | 79.09 | -37.61 | -75.89 | 106.41 | -18.32 | 106.41 | |
活载 | 2 | -10.16 | 23.62 | -13.80 | -24.62 | -8.43 | 0.00 | -8.43 | 0.00 | -13.80 | 24.62 | -10.16 | -23.62 | 34.67 | -8.43 | 34.67 | ||
左震 荷载 | 3 | 63.02 | -13.97 | -37.53 | -13.97 | 40.99 | -34.16 | -40.99 | -34.16 | 37.53 | -13.97 | -63.02 | -13.97 | 12.75 | 0.00 | -12.75 | ||
右震 荷载 | 4 | -63.02 | 13.97 | 37.53 | 13.97 | -40.99 | 34.16 | 40.99 | 34.16 | -37.53 | 13.97 | 63.02 | 13.97 | -12.75 | 0.00 | 12.75 | ||
左风载 | 5 | 11.65 | -2.58 | -6.93 | -2.58 | 7.57 | -6.31 | -7.57 | -6.31 | 6.93 | -2.58 | -11.65 | -2.58 | 2.63 | 0.00 | -2.63 | ||
右风载 | 6 | -11.65 | 2.58 | 6.93 | 2.58 | -7.57 | 6.31 | 7.57 | 6.31 | -6.93 | 2.58 | 11.65 | 2.58 | -2.63 | 0.00 | 2.63 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -59.36 | 124.14 | -78.52 | -129.38 | -36.70 | 3.86 | -36.70 | -3.86 | -78.52 | 129.38 | -59.36 | -124.14 | 176.23 | -33.79 | 176.23 | |
1.35恒载 0.7*1.4活载 | -60.73 | 125.60 | -80.12 | -130.90 | -36.27 | 4.35 | -36.27 | -4.35 | -80.12 | 130.90 | -60.73 | -125.60 | 177.62 | -32.99 | 177.63 | |||
1.2恒载 1.4左风 |
|
| -68.90 | -98.52 |
|
| -35.50 | -12.70 |
|
| -61.44 | -94.68 | 130.99 | -21.98 | 130.99 | |||
1.2恒载 1.4右风 | -61.44 | 94.68 |
|
| -35.50 | 12.70 |
|
| -68.90 | 98.52 |
|
|
|
|
| |||
1.0恒载 1.4左风 | -21.30 | 72.28 |
|
| -10.15 | -5.61 |
|
| -39.63 | 75.48 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| -39.63 | -75.48 |
|
| -10.15 | 5.61 |
|
| -21.30 | -72.28 | 103.11 | -18.32 | 103.11 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -85.32 | -129.18 |
|
| -45.06 | -11.26 |
|
| -75.67 | -124.08 | 174.35 | -32.61 | 174.35 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -75.67 | 124.08 |
|
| -45.06 | 11.26 |
|
| -85.32 | 129.18 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | -35.73 | 102.40 |
|
| -21.83 | -4.73 |
|
| -57.99 | 106.86 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -57.99 | -106.86 |
|
| -21.83 | 4.73 |
|
| -35.73 | -102.40 | 147.12 | -28.94 | 147.12 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -116.27 | -127.84 |
|
| -83.24 | -48.27 |
|
| -133.15 | -123.40 | 165.07 | -27.04 | 165.07 | ||
1.2重 1.3右震 | -133.15 | 123.40 |
|
| -83.24 | 48.27 |
|
| -116.27 | 127.84 |
|
|
|
|
| |||
1.0重 1.3左震 | 39.24 | 69.54 |
|
| 28.32 | -41.19 |
|
| -7.44 | 73.24 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| -7.44 | -73.24 |
|
| 28.32 | 41.19 |
|
| 39.24 | -69.54 | 107.17 | -22.54 | 107.17 | |||
γre* (1.2重 1.3左震) |
|
| -87.20 | -95.88 |
|
| -62.43 | -36.20 |
|
| -99.86 | -92.55 | 123.80 | -20.28 | 123.80 | |||
γre* (1.2重 1.3右震) | -99.86 | 92.55 |
|
| -62.43 | 36.20 |
|
| -87.20 | 95.88 |
|
|
|
|
| |||
γre* (1.0重 1.3左震) | 29.43 | 52.16 |
|
| 21.24 | -30.89 |
|
| -2.58 | 54.93 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| -5.58 | -54.93 |
|
| 21.24 | 30.89 |
|
| 29.43 | -52.16 | 80.38 | -16.91 | 80.38 | |||
VG |
| 101.62 |
| 101.62 |
| 4.06 |
| 4.06 |
| 101.62 |
| 101.62 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -20.98 |
| 20.98 |
| -58.72 |
| 58.72 |
| -23.21 |
| 23.21 |
|
|
| ||
左 |
| 23.21 |
| -23.21 |
| 58.72 |
| -58.72 |
| 20.98 |
| -20.98 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 78.54 |
| 124.70 |
| -60.53 |
| 68.65 |
| 76.09 |
| 127.15 |
|
|
| ||
V左 |
| 127.15 |
| 76.09 |
| 68.65 |
| -60.53 |
| 124.70 |
| 78.54 |
|
|
| |||
组合 | Mmax V | 29.43 |
| -5.58 |
| 21.24 |
| 21.24 |
| -5.58 |
| 29.43 |
| 177.63 |
| 177.63 | ||
(-Mmax) V | -99.86 |
| -87.20 |
| -62.43 |
| -62.43 |
| -87.20 |
| -99.86 |
|
| -33.79 |
| |||
Vmax M |
| 127.15 |
| 124.70 |
| 68.65 |
| 68.65 |
| 130.90 |
| 127.15 |
|
|
| |||
附表-1-续1 梁的内力组合 | ||||||||||||||||||
层次 | 五层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -76.48 | 132.08 | -88.08 | -135.26 | -25.97 | 3.22 | -25.97 | -3.22 | -88.08 | 135.26 | -76.48 | -132.08 | 176.28 | -23.54 | 176.28 | |
活载 | 2 | -14.74 | 24.02 | -15.97 | -24.22 | -4.32 | 0.00 | -4.32 | 0.00 | -15.97 | 24.22 | -14.74 | -24.02 | 31.30 | -4.32 | 31.30 | ||
左震 荷载 | 3 | 129.91 | -30.86 | -92.25 | -30.86 | 100.75 | -83.96 | -100.75 | -83.96 | 92.25 | -30.86 | -129.91 | -30.86 | 18.83 | 0.00 | -18.83 | ||
右震 荷载 | 4 | -129.91 | 30.86 | 92.25 | 30.86 | -100.75 | 83.96 | 100.75 | 83.96 | -92.25 | 30.86 | 129.91 | 30.86 | -18.83 | 0.00 | 18.83 | ||
左风载 | 5 | 27.67 | -6.53 | -19.38 | -6.53 | 21.17 | -17.64 | -21.17 | -17.64 | 19.38 | -6.53 | -27.67 | -6.53 | 4.15 | 0.00 | -4.15 | ||
右风载 | 6 | -27.67 | 6.53 | 19.38 | 6.53 | -21.17 | 17.64 | 21.17 | 17.64 | -19.38 | 6.53 | 27.67 | 6.53 | -4.15 | 0.00 | 4.15 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -112.41 | 192.12 | -128.05 | -196.22 | -37.21 | 3.86 | -37.21 | -3.86 | -128.05 | 196.22 | -112.41 | -192.12 | 255.36 | -24.30 | 255.36 | |
1.35恒载 0.7*1.4活载 | -117.69 | 201.85 | -134.56 | -206.34 | -39.29 | 4.35 | -39.29 | -4.35 | -134.56 | 206.34 | -117.69 | -201.85 | 268.65 | -36.01 | 268.65 | |||
1.2恒载 1.4左风 |
|
| -132.83 | -171.45 |
|
| -60.80 | 25.68 |
|
| -132.83 | 171.45 |
|
|
| |||
1.2恒载 1.4右风 | -130.51 | 167.64 |
|
| -60.80 | 25.68 |
|
| -132.83 | 171.45 |
|
|
|
|
| |||
1.0恒载 1.4左风 | -37.74 | 122.94 |
|
| 3.67 | -21.48 |
|
| -60.95 | 126.37 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| -60.95 | -126.37 |
|
| -3.67 | 21.48 |
|
| -37.74 | -122.94 | 170.47 | -23.54 | 170.47 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -150.24 | -201.06 |
|
| -63.28 | -26.09 |
|
| -145.21 | -196.99 | 256.20 | -33.69 | 256.20 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -145.21 | 196.99 |
|
| -63.28 | 26.09 |
|
| -150.24 | 201.06 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | -60.19 | 154.12 |
|
| -4.74 | -19.01 |
|
| -83.78 | 157.55 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -83.78 | -157.55 |
|
| -4.74 | 19.01 |
|
| -60.19 | -154.12 | 210.50 | -28.98 | 210.50 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -235.20 | -216.96 |
|
| -164.73 | -113.01 |
|
| -269.50 | -213.40 | 254.80 | -30.84 | 254.80 | ||
1.2重 1.3右震 | -269.50 | 213.03 |
|
| -164.73 | 113.01 |
|
| -235.20 | 216.96 |
|
|
|
|
| |||
1.0重 1.3左震 | 85.03 | 103.97 |
|
| 102.85 | -105.93 |
|
| 23.86 | 107.25 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| 23.86 | -107.25 |
|
| 102.85 | 105.93 |
|
| 85.03 | -103.97 | 167.45 | -25.70 | 167.45 | |||
γre* (1.2重 1.3左震) |
|
| -176.40 | -162.72 |
|
| -123.55 | -84.76 |
|
| -202.13 | -159.77 |
|
|
| |||
γre* (1.2重 1.3右震) | -202.13 | 159.77 |
|
| -123.55 | 84.76 |
|
| -176.40 | 162.72 |
|
| 191.10 | -23.13 | 191.10 | |||
γre* (1.0重 1.3左震) | 63.77 | 77.98 |
|
| 77.14 | -79.45 |
|
| 17.90 | 80.44 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| 17.90 | -80.44 |
|
| 77.14 | 79.45 |
|
| 63.77 | -77.98 | 125.59 | -19.28 | 125.59 | |||
VG |
| 157.79 |
| 157.79 |
| 4.06 |
| 4.06 |
| 157.79 |
| 157.79 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -43.79 |
| 43.79 |
| -140.83 |
| 140.83 |
| -47.80 |
| 47.80 |
|
|
| ||
左 |
| 47.80 |
| 43.79 |
| 140.83 |
| -140.83 |
| 43.79 |
| -43.79 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 109.62 |
| 205.96 |
| -150.85 |
| 158.97 |
| 105.21 |
| 210.37 |
|
|
| ||
V左 |
| 210.37 |
| 105.21 |
| 158.97 |
| -150.85 |
| 205.96 |
| 109.62 |
|
|
| |||
组合 | Mmax V | 63.77 |
| 17.90 |
| 77.14 |
| 77.14 |
| 17.90 |
| 3.77 |
| 268.65 |
| 268.65 | ||
(-Mmax) V | -202.13 |
| -176.40 |
| -123.55 |
| -123.55 |
| -176.40 |
| -202.13 |
|
| -36.01 |
| |||
Vmax M |
| 210.37 |
| 205.96 |
| 158.97 |
| 158.97 |
| 206.34 |
|
|
|
|
| |||
附表-1-续2 梁的内力组合 | ||||||||||||||||||
层次 | 四层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -76.72 | 127.07 | -87.18 | -129.75 | -22.80 | 3.22 | -22.80 | -3.22 | -87.18 | 129.75 | -76.72 | -127.07 | 166.44 | -20.37 | 166.44 | |
活载 | 2 | -14.92 | 23.98 | -15.92 | -24.26 | -4.32 | 0.00 | -4.32 | 0.00 | -15.92 | 24.26 | -14.92 | -23.98 | 31.23 | -4.32 | 31.23 | ||
左震 荷载 | 3 | 186.06 | -43.31 | -125.80 | -43.31 | 137.37 | -114.48 | -137.37 | -114.48 | 125.80 | -43.31 | -186.06 | -43.31 | 30.13 | 0.00 | -30.13 | ||
右震 荷载 | 4 | -186.06 | 43.31 | 125.80 | 43.31 | -137.37 | 114.48 | 137.37 | 114.48 | -125.80 | 43.31 | 186.06 | 43.31 | -30.13 | 0.00 | 30.13 | ||
左风载 | 5 | 44.22 | -10.25 | -29.58 | -10.25 | 32.31 | -29.19 | -32.31 | -29.19 | 29.58 | -10.25 | -44.22 | -10.25 | 7.32 | 0.00 | -7.32 | ||
右风载 | 6 | -44.22 | 10.25 | 29.58 | 10.25 | -32.31 | 29.19 | 32.31 | 29.19 | -29.58 | 10.25 | 44.22 | 10.25 | -7.32 | 0.00 | 7.32 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -112.95 | 186.06 | -126.90 | -189.66 | -33.41 | 3.86 | -33.41 | -3.86 | -126.90 | 189.66 | -10.95 | -186.06 | 243.45 | -30.49 | 243.45 | |
1.35恒载 0.7*1.4活载 | -118.19 | 195.04 | -133.29 | -198.94 | -35.01 | 4.35 | -35.01 | -4.35 | -133.29 | 198.94 | -118.19 | -195.04 | 255.30 | -31.73 | 255.30 | |||
1.2恒载 1.4左风 |
|
| -146.03 | -170.05 |
|
| -72.59 | -44.73 |
|
| -153.91 | -166.83 | 209.98 | -24.44 | 209.98 | |||
1.2恒载 1.4右风 | -153.97 | 166.83 |
|
| -72.59 | 44.73 |
|
| -146.03 | 170.05 |
|
|
|
|
| |||
1.0恒载 1.4左风 | -14.81 | 112.72 |
|
| 22.43 | -37.65 |
|
| -45.77 | 115.40 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| -45.77 | -115.40 |
|
| -22.43 | 37.65 |
|
| -14.81 | -112.72 | 156.19 | -20.37 | 156.19 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -161.95 | -199.18 |
|
| -73.51 | -40.64 |
|
| -166.58 | -195.61 | 248.30 | -29.89 | 248.30 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -166.58 | 195.61 |
|
| -73.51 | 40.64 |
|
| -161.95 | 199.18 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | -39.80 | 144.37 |
|
| 12.47 | -33.56 |
|
| -69.97 | 147.40 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -69.97 | -147.40 |
|
| 12.47 | 33.56 |
|
| -39.80 | -144.37 | 196.57 | -25.81 | 196.57 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -277.71 | -266.56 |
|
| -208.10 | -152.69 |
|
| -342.89 | -223.18 | 257.64 | -27.04 | 257.64 | ||
1.2重 1.3右震 | -342.89 | 223.18 |
|
| -208.10 | 152.69 |
|
| -277.71 | 226.56 |
|
|
|
|
| |||
1.0重 1.3左震 | 157.70 | 82.76 |
|
| 153.62 | -145.60 |
|
| 68.40 | 85.58 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| 68.40 | -85.58 |
|
| 153.62 | 145.60 |
|
| 157.70 | -82.76 | 142.89 | -22.53 | 142.89 | |||
γre* (1.2重 1.3左震) |
|
| -208.28 | -169.92 |
|
| -156.08 | -114.52 |
|
| -257.17 | -167.39 | 193.23 | -20.28 | 193.23 | |||
γre* (1.2重 1.3右震) | -257.17 | 167.39 |
|
| -156.08 | 114.52 |
|
| -208.28 | 169.92 |
|
|
|
|
| |||
γre* (1.0重 1.3左震) | 118.28 | 62.07 |
|
| 115.22 | -109.20 |
|
| 51.30 | 64.19 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| 51.30 | -64.19 |
|
| 115.22 | 109.20 |
|
| 118.28 | -62.07 | 107.17 | -16.90 | 107.17 | |||
VG |
| 152.53 |
| 152.53 |
| 4.06 |
| 4.06 |
| 152.53 |
| 152.53 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -61.39 |
| 61.39 |
| -190.38 |
| 190.38 |
| -64.99 |
| 64.99 |
|
|
| ||
左 |
| 64.99 |
| -64.99 |
| 190.38 |
| -190.38 |
| 61.39 |
| -61.39 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 85.00 |
| 220.06 |
| -205.36 |
| 213.48 |
| 81.04 |
| 224.02 |
|
|
| ||
V左 |
| 224.02 |
| 81.04 |
| 213.48 |
| -205.36 |
| 220.06 |
| 85.00 |
|
|
| |||
组合 | Mmax V | 118.28 |
| 51.30 |
| 115.22 |
| 115.22 |
| 51.30 |
| 118.28 |
| 255.30 |
| 255.30 | ||
(-Mmax) V | -257.17 |
| -208.28 |
| -156.08 |
| -156.08 |
| -208.28 |
| -257.17 |
|
| -31.73 |
| |||
Vmax M |
| 224.02 |
| 220.06 |
| 213.48 |
| 213.48 |
| 220.06 |
| 224.02 |
|
|
| |||
附表-1-续2 梁的内力组合 | ||||||||||||||||||
层次 | 三层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -76.30 | 127.03 | -86.35 | -129.78 | -22.99 | 3.22 | -22.99 | -3.22 | -86.35 | 129.78 | -76.30 | -127.03 | 167.06 | -20.47 | 167.06 | |
活载 | 2 | -14.92 | 23.98 | -15.92 | -24.26 | -4.34 | 0.00 | -4.34 | 0.00 | -15.92 | 24.26 | -14.92 | -23.98 | 31.23 | -4.34 | 31.23 | ||
左震 荷载 | 3 | 234.14 | -55.53 | -165.70 | -55.53 | 180.96 | -150.80 | -180.96 | -150.80 | 165.70 | -55.53 | -234.14 | -55.53 | 34.22 | 0.00 | -34.22 | ||
右震 荷载 | 4 | -234.14 | 55.53 | 165.70 | 55.53 | -180.86 | 150.80 | 180.96 | 150.80 | -165.70 | 55.53 | 234.14 | 55.53 | -34.22 | 0.00 | 34.22 | ||
左风载 | 5 | 60.20 | -14.22 | -42.16 | -14.22 | 46.04 | -38.37 | -46.04 | -38.37 | 42.16 | -14.22 | -60.02 | -14.22 | 9.02 | 0.00 | -9.02 | ||
右风载 | 6 | -60.20 | 14.22 | 42.16 | 14.22 | -46.04 | 38.37 | 46.04 | 38.37 | -42.16 | 14.22 | 60.02 | 14.22 | -9.02 | 0.00 | 9.02 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -112.45 | 186.01 | -125.91 | -189.70 | -33.66 | 3.86 | -33.66 | -3.86 | -125.91 | 189.70 | -112.45 | -186.01 | 244.19 | -30.64 | 244.19 | |
1.35恒载 0.7*1.4活载 | -117.63 | 194.99 | -132.17 | -198.98 | -35.29 | 4.35 | -35.29 | -4.35 | -132.17 | 198.98 | -117.63 | -194.99 | 256.14 | -31.89 | 256.14 | |||
1.2恒载 1.4左风 |
|
| 162.64 | -175.64 |
|
| -92.04 | -57.58 |
|
| -175.84 | -172.34 | 213.10 | -24.56 | 213.20 | |||
1.2恒载 1.4右风 | -175.84 | 172.34 |
|
| -92.04 | 57.58 |
|
| -162.64 | 175.64 |
|
|
|
|
| |||
1.0恒载 1.4左风 | 7.98 | 107.12 |
|
| 47.47 | -50.50 |
|
| -45.77 | 109.87 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| -27.33 | -109.87 |
|
| -41.47 | 50.50 |
|
| -7.98 | -107.12 | 154.43 | -20.47 | 154.43 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -176.80 | -204.22 |
|
| -91.07 | -52.21 |
|
| -186.21 | -200.57 | 251.19 | -30.03 | 251.19 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -186.21 | 200.57 |
|
| -91.07 | 52.21 |
|
| -176.80 | 204.22 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | -19.24 | 139.33 |
|
| 29.55 | -45.13 |
|
| -53.29 | 142.43 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -53.29 | -142.43 |
|
| 29.55 | 45.13 |
|
| -19.24 | -139.33 | 195.04 | -25.94 | 195.04 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -328.58 | -242.48 |
|
| -265.44 | -199.90 |
|
| -404.89 | -239.01 | 260.57 | -27.17 | 260.57 | ||
1.2重 1.3右震 | -404.89 | 239.01 |
|
| -265.44 | 199.90 |
|
| -328.58 | 242.48 |
|
|
|
|
| |||
1.0重 1.3左震 | 220.62 | 66.83 |
|
| 210.09 | -192.82 |
|
| 121.10 | 69.72 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| 121.10 | -69.72 |
|
| 210.09 | 192.82 |
|
| 220.62 | -66.83 | 138.19 | -22.64 | 138.19 | |||
γre* (1.2重 1.3左震) |
|
| -246.44 | -181.86 |
|
| -199.08 | -149.93 |
|
| -303.37 | -179.26 | 195.43 | -20.38 | 195.43 | |||
γre* (1.2重 1.3右震) | -303.67 | 179.26 |
|
| -199.08 | 149.93 |
|
| -246.44 | 181.86 |
|
|
|
|
| |||
γre* (1.0重 1.3左震) | 165.47 | 5012.00 |
|
| 157.57 | -144.62 |
|
| 90.83 | 52.29 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| 90.83 | -52.29 |
|
| 157.57 | 144.62 |
|
| 165.47 | -50.12 | 103.64 | -16.98 | 103.64 | |||
VG |
| 152.53 |
| 152.53 |
| 4.06 |
| 4.06 |
| 152.53 |
| 152.53 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -78.51 |
| 78.51 |
| -250.28 |
| 250.28 |
| -81.97 |
| 81.97 |
|
|
| ||
左 |
| 81.97 |
| -81.97 |
| 250.28 |
| -250.28 |
| 78.51 |
| -78.51 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 66.17 |
| 238.89 |
| -271.25 |
| 279.37 |
| 62.36 |
| 242.70 |
|
|
| ||
V左 |
| 242.70 |
| 62.36 |
| 279.37 |
| -270.25 |
| 238.89 |
| 66.17 |
|
|
| |||
组合 | Mmax V | 165.47 |
| 90.83 |
| 157.57 |
| 157.57 |
| 90.83 |
| 165.47 |
| 256.14 |
| 256.14 | ||
(-Mmax) V | -303.67 |
| -246.44 |
| -199.08 |
| -199.08 |
| -246.44 |
| -303.67 |
|
| -31.89 |
| |||
Vmax M |
| 242.70 |
| 238.89 |
| 279.37 |
| 279.37 |
| 238.89 |
| 242.70 |
|
| 256.05 | |||
附表-1-续3 梁的内力组合 | ||||||||||||||||||
层次 | 二层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -77.02 | 127.03 | -87.10 | -129.78 | -23.18 | 3.22 | -23.18 | -3.22 | -87.10 | 129.78 | -77.02 | -127.03 | 166.33 | -20.75 | 166.33 | |
活载 | 2 | -14.36 | 23.98 | -15.49 | -24.26 | -4.38 | 0.00 | -4.38 | 0.00 | -15.49 | 24.26 | -14.36 | -23.98 | 31.73 | -4.38 | 31.73 | ||
左震 荷载 | 3 | 268.43 | -64.20 | -193.82 | -64.20 | 211.67 | -176.39 | -211.67 | -176.39 | 193.82 | -64.20 | -268.43 | -64.20 | 37.31 | 0.00 | -37.31 | ||
右震 荷载 | 4 | -268.43 | 64.20 | 193.82 | 64.20 | -211.67 | 176.39 | 211.67 | 176.39 | -193.82 | 64.20 | 268.43 | 64.20 | -37.31 | 0.00 | 37.31 | ||
左风载 | 5 | 74.31 | -17.62 | -52.52 | -17.62 | 57.35 | -47.79 | -57.35 | -47.79 | 52.52 | -17.62 | -74.31 | -17.62 | 10.90 | 0.00 | -10.90 | ||
右风载 | 6 | -74.31 | 17.62 | 52.52 | 17.62 | -57.35 | 47.79 | 57.35 | 47.79 | -52.52 | 17.62 | 74.31 | 17.62 | -10.90 | 0.00 | 10.90 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -112.53 | 186.01 | -126.21 | -189.70 | -33.95 | 3.86 | -33.95 | -3.86 | -126.21 | 189.70 | -112.53 | -186.01 | 244.02 | -31.03 | 244.02 | |
1.35恒载 0.7*1.4活载 | -118.05 | 194.99 | -132.77 | -198.98 | -35.57 | 4.35 | -35.57 | -4.35 | -132.77 | 198.98 | -118.05 | -194.99 | 255.64 | -32.30 | 255.64 | |||
1.2恒载 1.4左风 |
|
| 178.05 | -180.40 |
|
| -108.11 | -70.77 |
|
| -196.46 | -177.10 | 214.86 | -24.90 | 214.86 | |||
1.2恒载 1.4右风 | -196.46 | 177.10 |
|
| -108.11 | 70.77 |
|
| -178.05 | 180.40 |
|
|
|
|
| |||
1.0恒载 1.4左风 | 27.01 | 102.36 |
|
| 57.11 | -63.69 |
|
| -13.57 | 105.11 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| -13.57 | -105.11 |
|
| -57.11 | 63.69 |
|
| -27.01 | -102.36 | 151.07 | -20.75 | 151.07 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -190.21 | -208.05 |
|
| -105.60 | -64.08 |
|
| -204.15 | -204.86 | 253.31 | -30.42 | 253.31 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -204.15 | 204.85 |
|
| -105.60 | 64.08 |
|
| -190.21 | 208.05 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | -1.48 | 135.04 |
|
| 13.56 | -56.99 |
|
| -40.44 | 138.15 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -40.44 | -138.15 |
|
| 43.56 | 56.99 |
|
| -1.48 | -135.04 | 199.58 | -26.27 | 199.58 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -365.78 | -253.75 |
|
| -305.62 | -233.17 |
|
| -450.00 | -250.28 | 267.14 | -27.53 | 267.14 | ||
1.2重 1.3右震 | -450.00 | 250.28 |
|
| -305.62 | 233.17 |
|
| -365.78 | 253.75 |
|
|
|
|
| |||
1.0重 1.3左震 | 264.76 | 55.56 |
|
| 249.80 | -226.09 |
|
| 157.12 | 58.45 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| 157.12 | -58.45 |
|
| 249.80 | 226.09 |
|
| 264.76 | -55.56 | 133.69 | -22.94 | 133.69 | |||
γre* (1.2重 1.3左震) |
|
| -274.34 | -190.31 |
|
| -229.22 | -174.88 |
|
| -337.50 | -187.71 | 200.36 | -20.65 | 200.36 | |||
γre* (1.2重 1.3右震) | -337.50 | 187.71 |
|
| -229.22 | 174.88 |
|
| -274.34 | 190.31 |
|
|
|
|
| |||
γre* (1.0重 1.3左震) | 198.57 | 41.67 |
|
| 187.35 | -169.57 |
|
| 117.84 | 43.84 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| 117.84 | -43.84 |
|
| 187.35 | 169.57 |
|
| 198.57 | -41.67 | 100.27 | -17.21 | 100.27 | |||
VG |
| 152.53 |
| 152.53 |
| 4.06 |
| 4.06 |
| 152.53 |
| 152.53 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -90.61 |
| 90.61 |
| -292.33 |
| 292.33 |
| -94.11 |
| 94.11 |
|
|
| ||
左 |
| 94.11 |
| -94.11 |
| 292.33 |
| -292.33 |
| 90.61 |
| -90.61 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 52.86 |
| 252.20 |
| -317.50 |
| 325.62 |
| 49.01 |
| 256.05 |
|
|
| ||
V左 |
| 256.05 |
| 49.01 |
| 325.62 |
| -317.50 |
| 252.20 |
| 52.86 |
|
|
| |||
组合 | Mmax V | 198.57 |
| 117.84 |
| 187.35 |
| 187.35 |
| 117.84 |
| 198.57 |
| 244.02 |
| 244.02 | ||
(-Mmax) V | -337.50 |
| -274.34 |
| -229.22 |
| -229.22 |
| -274.34 |
| -337.50 |
|
| -31.03 |
| |||
Vmax M |
| 252.20 |
| 325.62 |
| 325.62 |
| 252.20 |
| 256.05 |
|
|
|
|
| |||
附表-1-续4 梁的内力组合 | ||||||||||||||||||
层次 | 一层 | |||||||||||||||||
位置 | A | B左 | B右 | C左 | C右 | D | 跨间 | |||||||||||
内 力 | M | V | M | V | M | V | M | V | M | V | M | V | MAB | MBC | MCD | |||
荷载类别 | 恒载 | 1 | -67.40 | 126.31 | -82.70 | -130.51 | -28.74 | 3.22 | -28.74 | -3.22 | -85.70 | 130.51 | -67.40 | -126.40 | 173.34 | -26.31 | 173.34 | |
活载 | 2 | -12.50 | 23.51 | -17.59 | -24.73 | -10.32 | 0.00 | -10.32 | 0.00 | -17.59 | 24.73 | -12.50 | -23.51 | 31.61 | -10.32 | 31.61 | ||
左震 荷载 | 3 | 308.70 | -71.79 | -208.18 | -71.79 | 227.34 | -189.45 | -227.34 | -189.45 | 208.18 | -71.79 | -308.70 | -71.79 | 50.26 | 0.00 | -50.26 | ||
右震 荷载 | 4 | -308.70 | 71.79 | 208.18 | 71.79 | -227.34 | 189.45 | 227.34 | 189.45 | -208.18 | 71.79 | 308.70 | 71.79 | -50.26 | 0.00 | 50.26 | ||
左风载 | 5 | 94.88 | -21.91 | -62.85 | -21.91 | 68.64 | -57.20 | -68.64 | -57.20 | 62.85 | -21.91 | -94.88 | -21.91 | 16.02 | 0.00 | -16.02 | ||
右风载 | 6 | -94.88 | 21.91 | 62.85 | 21.91 | -68.64 | 57.20 | 68.64 | 57.20 | -62.85 | 21.91 | 94.88 | 21.91 | -16.02 | 0.00 | 16.02 | ||
组合方式 | 不考虑地震的组合 | 1.2恒载 1.4活载 | -98.38 | 184.49 | -123.87 | -191.23 | -48.94 | 3.86 | -48.94 | -3.86 | -123.87 | 191.23 | -98.38 | -184.49 | 252.26 | -46.02 | 252.26 | |
1.35恒载 0.7*1.4活载 | -103.24 | 193.56 | -128.88 | -200.42 | -48.91 | 4.35 | -48.91 | -4.35 | -128.88 | 200.42 | -103.24 | -193.56 | 264.99 | -45.63 | 264.99 | |||
1.2恒载 1.4左风 |
|
| 187.23 | -187.29 |
|
| -130.58 | -83.94 |
|
| -213.71 | -182.25 | 230.44 | -31.57 | 230.44 | |||
1.2恒载 1.4右风 | -213.71 | 182.25 |
|
| -130.58 | 83.94 |
|
| -187.23 | 187.29 |
|
|
|
|
| |||
1.0恒载 1.4左风 | 65.43 | 95.64 |
|
| 67.36 | -76.86 |
|
| 5.29 | 99.84 |
|
|
|
|
| |||
1.0恒载 1.4右风 |
|
| 5.29 | -99.84 |
|
| -67.36 | 76.86 |
|
| -65.43 | -95.43 | 150.91 | -26.31 | 150.91 | |||
1.2恒载 0.9×(1.4活 1.4左风） |
|
| -200.59 | -215.38 |
|
| -133.98 | 75.94 |
|
| -216.18 | -208.80 | 268.02 | -44.58 | 268.02 | |||
1.2恒载 0.9×(1.4活 1.4右风） | -216.18 | 208.80 |
|
| -133.98 | 75.94 |
|
| -200.59 | 215.38 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4左风） | 36.40 | 128.33 |
|
| 44.44 | -68.85 |
|
| -25.67 | 134.06 |
|
|
|
|
| |||
1.0恒载 0.9×(1.4活 1.4右风） |
|
| -25.67 | -134.06 |
|
| 44.44 | 68.85 |
|
| 36.40 | -128.33 | 192.98 | -39.31 | 192.98 | |||
考虑地震的组合 | 1.2重 1.3左震 |
|
| -380.43 | -264.78 |
|
| -336.22 | -250.15 |
|
| -489.69 | -259.01 | 292.31 | -37.76 | 292.31 | ||
1.2重 1.3右震 | -489.69 | 259.01 |
|
| -336.22 | 250.15 |
|
| -380.43 | 264.78 |
|
|
|
|
| |||
1.0重 1.3左震 | 327.66 | 44.74 |
|
| 261.64 | -243.07 |
|
| 179.14 | 49.55 |
|
|
|
|
| |||
1.0重 1.3右震 |
|
| 179.14 | -49.55 |
|
| 261.64 | 243.07 |
|
| 327.66 | -44.74 | 123.81 | -31.47 | 123.81 | |||
γre* (1.2重 1.3左震) |
|
| -285.32 | -198.59 |
|
| -252.17 | -187.61 |
|
| -366.75 | -194.26 | 219.23 | -28.32 | 219.23 | |||
γre* (1.2重 1.3右震) | -366.75 | 194.26 |
|
| -252.17 | 187.61 |
|
| -285.32 | 198.59 |
|
|
|
|
| |||
γre* (1.0重 1.3左震) | 245.75 | 33.56 |
|
| 196.23 | -182.30 |
|
| 134.36 | 37.16 |
|
|
|
|
| |||
γre* (1.0重 1.3右震) |
|
| 134.36 | -37.16 |
|
| 196.23 | 182.30 |
|
| 245.75 | -33.56 | 92.86 | -23.60 | 92.86 | |||
VG |
| 152.53 |
| 152.53 |
| 4.06 |
| 4.06 |
| 152.53 |
| 152.53 |
|
|
| |||
Mbl Mbr/ln | 右 |
| -99.83 |
| 99.83 |
| -314.66 |
| 314.66 |
| -105.69 |
| 105.69 |
|
|
| ||
左 |
| 105.69 |
| -105.69 |
| 314.66 |
| -314.66 |
| 99.83 |
| -99.83 |
|
|
| |||
V=ηvb(Mbl Mbr)/ln VGb | V右 |
| 42.72 |
| 262.34 |
| -342.07 |
| 350.19 |
| 36.27 |
| 268.79 |
|
|
| ||
V左 |
| 268.79 |
| 36.27 |
| 350.19 |
| -342.07 |
| 262.34 |
| 42.72 |
|
|
| |||
组合 | Mmax V | 245.75 |
| 134.36 |
| 196.23 |
| 196.23 |
| 134.36 |
| 245.75 |
| 264.99 |
| 264.99 | ||
(-Mmax) V | -366.75 |
| -285.32 |
| -252.17 |
| -252.17 |
| -285.32 |
| -366.75 |
|
| -45.63 |
| |||
Vmax M |
| 268.79 |
| 262.64 |
| 350.19 |
| 350.19 |
| 262.34 |
| 268.79 |
|
|
| |||
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