©2010-2025 宁波自信网络信息技术有限公司 版权所有
客服电话：0574-28810668 投诉电话：18658249818
浙ICP备2021020529号-1 | 浙B2-20240490
关注我们 ：
1、 地震作用下剪力墙结构内力计算 双肢墙XSW-1在均布荷载（q=56.16KN/M）作用下墙肢及连梁内力计算 楼层 M1 V1 N1 M2 V2 N2 12 1 0.1489 795.0 795.0 0 0 1255.2 564.8698 -397.5 0 1255.266 -397.501 0 -1255.27 11 0.912 0.1697 905.7 1700.7 309.0 186.3 1430.0 643.5295 -695.8 93.1 2
2、685.332 -695.823 93.15856 -2685.33 10 0.833 0.2128 1135.9 2836.6 1113.0 353.5 1793.6 807.1255 -861.8 176.7 4478.944 -861.808 176.7895 -4478.94 9 0.753 0.2695 1438.1 4274.7 2434.8 522.9 2270.7 1021.834 -919.9 261.4 6749.685 -919.969 261.4791 -6749.68 8 0.674 0.3317
3、 1770.2 6045 4241.4 690.2 2795.0 1257.778 -901.7 345.1 9544.748 -901.773 345.1101 -9544.75 7 0.594 0.3964 2115.0 8160.0 6578.5 859.5 3339.5 1502.818 -790.7 429.7 12884.34 -790.751 429.7997 -12884.3 6 0.515 0.4575 2441.4 10601.5 9387.7 1026.8 3854.9 1734.709 -606.
4、8 513.4 16739.25 -606.865 513.4307 -16739.3 5 0.435 0.5117 2730.4 13331.9 12740.2 1196.2 4311.2 1940.053 -295.8 598.1 21050.48 -295.875 598.1203 -21050.5 4 0.355 0.5507 2938.5 16270.5 16603.4 1365.6 4639.8 2087.954 166.4 682.8 25690.38 166.4602 682.8099 -25690.4 3
5、 0.276 0.5630 3004.1 19274.6 20919.7 1532.8 4743.3 2134.521 822.5 766.4 30433.76 822.5339 766.4409 -30433.8 2 0.196 0.529 2827.2 22101.9 25798.3 1702.2 4464.0 2008.839 1848.1 851.1 34897.85 1848.195 851.1305 -34897.8 1 0.117 0.4208 2245.3 24347.2 31117.2 1869.5 3
6、545.2 1595.371 3384.9 934.7 38443.12 3384.978 934.7615 -38443.1 0 0 0 24347.26 39909.8 2117.23 7781.27 1058.62 38443.09 7781.27 1058.62 -38443.1 双肢墙XSW-1在顶点集中荷载（F=176.19KN）作用下墙肢及连梁内力设计值计算 楼层 12 1 0.9973 -442
7、8 -442.8 0 -176.2 -699.2 -314.6 221.4 -88.1 -699.2 221.4 -88.1 699.16 11 0.912 0.9968 -442.6 -885.4 -584.5 -176.2 -698.8 -314.5 150.43 -88.1 -1398 150.43 -88.1 1398 10 0.833 0.9954 -442 -1327 -1109 -176.2 -697.9 -314 109.05 -88.1 -2096 109.05 -88.1 2095.9 9
8、 0.753 0.9927 -440.8 -1768 -1641 -176.2 -696 -313.2 63.751 -88.1 -2792 63.751 -88.1 2791.9 8 0.674 0.9881 -438.7 -2207 -2165 -176.2 -692.7 -311.7 20.738 -88.1 -3485 20.738 -88.1 3484.6 7 0.594 0.98 -435.1 -2642 -2697 -176.2 -687 -309.2 -27.4 -88.1 -4172 -27.
9、4 -88.1 4171.6 6 0.515 0.9664 -429.1 -3071 -3222 -176.2 -677.5 -304.9 -75.23 -88.1 -4849 -75.23 -88.1 4849.1 5 0.435 0.9431 -418.7 -3490 -3753 -176.2 -661.2 -297.5 -131.5 -88.1 -5510 -131.5 -88.1 5510.3 4 0.355 0.9036 -401.2 -3891 -4284 -176.2 -633.5 -285.1
10、196.6 -88.1 -6144 -196.6 -88.1 6143.8 3 0.276 0.8378 -372 -4263 -4809 -176.2 -587.4 -264.3 -273 -88.1 -6731 -273 -88.1 6731.2 2 0.196 0.7252 -322 -4585 -5340 -176.2 -508.4 -228.8 -377.7 -88.1 -7240 -377.7 -88.1 7239.6 1 0.117 0.5375 -238.6 -4824 -5865 -176.
11、2 -376.8 -169.6 -520.8 -88.1 -7616 -520.8 -88.1 7616.4 0 0 0 -6642 -175.2 -3321 -87.1 -7616 -3321 -87.1 7616.4 双肢墙XSW-1在水平地震作用下墙肢及连梁内力设计值 楼层 M1 V1 N1 M2 V2 N2 12 1 556.1 250.25 -176.1 -88.1 -556.1 -176.101 -88.1 699.16 11 0.912 731.24
12、 329.06 -545.4 5.0586 -1287 -545.393 5.05856 1398 10 0.833 1095.7 493.08 -752.8 88.69 -2383 -752.758 88.6895 2095.9 9 0.753 1574.7 708.64 -856.2 173.38 -3958 -856.218 173.3791 2791.9 8 0.674 2102.3 946.05 -881 257.01 -6060 -881.035 257.0101 3484.6 7 0.594 2652.
13、6 1193.7 -818.1 341.7 -8713 -818.151 341.6997 4171.6 6 0.515 3177.4 1429.8 -682.1 425.33 -11890 -682.095 425.3307 4849.1 5 0.435 3650 1642.5 -427.4 510.02 -15540 -427.375 510.0203 5510.3 4 0.355 4006.4 1802.9 -30.17 594.71 -19547 -30.1398 594.7099 6143.8 3 0.27
14、6 4156 1870.2 549.52 678.34 -23703 549.5339 678.3409 6731.2 2 0.196 3955.7 1780.1 1470.5 763.03 -27658 1470.495 763.0305 7239.6 1 0.117 3168.5 1425.8 2864.2 846.66 -30827 2864.178 846.6615 7616.4 4460.3 971.52 -30827 4460.27 971.52 7616.4 风荷载 作用下剪力墙结构
15、内力计算 双肢墙XSW-1在均布荷载（q=35.83KN/M）作用下墙肢及连梁内力计算 楼层 M1 V1 N1 M2 V2 N2 12 1 0.1489 507.2 507.2 0 0 800.9 360.4 -253.6 0 800.9 -253.634 0 -800.949 11 0.912 0.1697 577.9 1085.1 197.1 118.8 912.4 410.6 -443.9 59.4 1713.4 -443.997 59.434
16、76 -1713.43 10 0.833 0.2128 724.8 1809.9 710.1 225.5 1144.4 515.0 -549.9 112.7 2857.8 -549.936 112.791 -2857.88 9 0.753 0.2695 917.6 2727.6 1553.4 333.6 1448.8 652.0 -587.0 166.8 4306.7 -587.096 166.8226 -4306.78 8 0.674 0.3317 1129.5 3857.1 2706.0 440.3 1783.4
17、 802.5 -575.5 220.1 6090.2 -575.551 220.1788 -6090.23 7 0.594 0.3964 1349.5 5206.7 4197.1 548.4 2130.8 958.9 -504.7 274.2 8221.1 -504.797 274.2104 -8221.12 6 0.515 0.4575 1557.8 6764.5 5989.3 655.1 2459.7 1106.8 -387.5 327.5 10680.8 -387.567 327.5666 -10680.8 5
18、 0.435 0.5117 1742.2 8506.7 8128.2 763.1 2750.8 1237.8 -189.2 381.5 13431.7 -189.255 381.5982 -13431.7 4 0.355 0.5507 1875.0 10381.7 10592.9 871.2 2960.5 1332.2 105.6 435.6 16392.2 105.6061 435.6298 -16392.3 3 0.276 0.5630 1916.8 12298.6 13346.7 977.9 3026.6 1361
19、9 524.0 488.9 19418.9 524.0704 488.986 -19418.9 2 0.196 0.5298 1803.9 14102.6 16459.3 1086.0 2848.4 1281.7 1178.3 543.0 22267.3 1178.338 543.0176 -22267.3 1 0.117 0.4208 1432.6 15535.3 19852.7 1192.7 2262.1 1017.9 2158.7 596.3 24529.4 2158.721 596.3738 -24529.4
20、 0 0 0 25462.4 1350.79 0 0 12731.2 675.395 24529.43 12731.2 675.395 -24529.4 双肢墙XSW-1在顶点集中荷载（F=108.27KN）作用下墙肢及连梁内力设计值计算 楼层 12 1 0.992 -272.1 -272.1 0 -108.27 -429.6 -193.3 136.0 -54.14 -429.6 136.05 -54.14 429.63 11
21、 0.912 0.996 -271.9 -544.0 -359.1 -108.27 -429.4 -193.2 -43.6 -54.14 -859.0 -43.60 -54.14 859.06 10 0.833 0.995 -271.6 -815.6 -681.6 -108.27 -428.8 -192.9 -205.0 -54.14 -1287.9 -205.02 -54.14 1287.9 9 0.753 0.992 -270.8 -1086.5 -1008.2 -108.27 -427.6 -192.4 -36
22、8.6 -54.14 -1715.6 -368.66 -54.14 1715. 8 0.674 0.988 -269.6 -1356.1 -1330.6 -108.27 -425.6 -191.5 -530.5 -54.14 -2141.2 -530.52 -54.14 2141.27 7 0.594 0.979 -267.3 -1623.5 -1657.2 -108.27 -422.1 -189.9 -694.9 -54.14 -2563.4 -694.90 -54.14 2563.46 6 0.515 0.966
23、 -263.6 -1887.2 -1979.6 -108.27 -416.3 -187.3 -857.9 -54.14 -2979.7 -857.99 -54.14 2979.79 5 0.435 0.943 -257.3 -2144.5 -2306.2 -108.27 -406.2 -182.8 -1024.4 -54.14 -3386.0 -1024.44 -54.14 3386.08 4 0.355 0.903 -246.5 -2391.1 -2632.7 -108.27 -389.2 -175.1 -1193.1
24、 -54.14 -3775.3 -1193.1 -54.14 3775.37 3 0.276 0.837 -228.5 -2619.7 -2955.2 -108.27 -360.9 -162.4 -1363.3 -54.14 -4136.3 -1363.31 -54.14 4136.30 2 0.196 0.725 -197.8 -2817.6 -3281.7 -108.27 -312.4 -140.5 -1541.9 -54.14 -4448.7 -1541.94 -54.14 4448.72 1 0.117 0.53
25、7 -146.6 -2964.2 -3604.2 -108.27 -231.5 -104.1 -1728.7 -54.14 -4680.2 -1728.78 -54.14 4680.27 0 0 0 -4081.78 -108.27 0 0 -2040.89 -53.14 -4680.2 -2040.89 -53.14 4680.27 双肢墙XSW-1在水平风荷载作用下墙肢及连梁内力设计值 楼层 M1 V1 N1 M2 V2 N2 12 1 371.3129 167.0902
26、117.5789 -54.14 371.3129 -117.5789 -54.14 -855.089 11 0.912 483.0523 217.3726 -487.6051 5.29476 854.365 -487.6051 5.29476 -1708.13524 10 0.833 715.608 322.0225 -754.96 58.651 1569.974 -754.96 58.651 -2799.229 9 0.753 1021.205 459.5415 -955.757 112.6826 2591.178 -955
27、757 112.6826 -4194.0974 8 0.674 1357.771 610.9961 -1106.08 166.0388 3948.946 -1106.08 166.0388 -5924.1912 7 0.594 1708.714 768.9207 -1199.703 220.0704 5657.665 -1199.703 220.0704 -8001.0496 6 0.515 2043.377 919.519 -1245.558 273.4266 7701.04 -1245.558 273.4266 -10407
28、3734 5 0.435 2344.573 1055.058 -1213.695 327.4582 10045.61 -1213.695 327.4582 -13104.2418 4 0.355 2571.296 1157.083 -1087.4939 381.4898 12616.91 -1087.4939 381.4898 -16010.8102 3 0.276 2665.683 1199.558 -839.2396 434.846 15282.59 -839.2396 434.846 -18984.054 2 0.196 2535.985 1141.193 -363.602 488.8776 17818.57 -363.602 488.8776 -21778.4224 1 0.117 2030.583 913.763 429.941 542.2338 19849.16 429.941 542.2338 -23987.1662 0.0 10690.31 622.255 19849.16 10690.31 622.255 -23907.1
©2010-2025 宁波自信网络信息技术有限公司 版权所有
客服电话：0574-28810668 投诉电话：18658249818
浙ICP备2021020529号-1 | 浙B2-20240490
关注我们 ：
