土木工程毕业设计内力组合表-柱
S Gk
S Qk S GE 6a =1.35*1+11.4*0.7*2+1.4*0.6*4a 6a 左风
Ｍ-38.77-8.46-43 6.35-6.35111.3-111.3-55.2963Ｎ816.2894.23859.8-4.99 4.99-114113.71190.1318Ｖ-13.71-2.99-15.21
3.45
-3.4565.08-65.08
-18.5407Ｍ21.56 4.7123.92-8.838.83-175175.126.3046Ｎ843.7894.23887.3-4.99 4.99-114
113.7
1227.2568Ｖ-13.71-2.99-15.21 3.45-3.4565.08-65.08-18.5407Ｍ26.73 5.6529.569.5-9.5179.4-179.449.6025Ｎ936.86147.571005.2-14.914.91
-349348.71396.8552Ｖ9.35 1.8910.3
4.8
-4.8
90.62-90.62
18.5067Ｍ-14.39-3.04-15.91-11.611.62-219219.3-32.1665Ｎ964.36147.571032.7-14.914.91
-349
348.7
1433.9802Ｖ9.35 1.8910.3 4.8-4.890.62-90.6218.5067Ｍ-51.08-11.24-56.7 4.17-4.1786.11-86.11-76.4704Ｎ392.0165.24421.04-2.76 2.76-69
68.97
590.8303Ｖ-30.28-6.64-33.6
2.14
-2.1447.84-47.84-45.5876Ｍ57.9312.6564.26-3.53 3.53-86.186.1187.6373Ｎ615.5665.24644.59-2.76 2.76-69
68.97
892.6228
Ｖ-30.28-6.64-33.6 2.14-2.1447.84-47.84-45.5876Ｍ37.577.9741.567.09-7.09158.5-158.564.4857Ｎ676.13101.98721.69-8.41
8.41-216215.81005.6515Ｖ21.59 4.5723.88
3.94
-3.9488.06-88.06
36.9347Ｍ-40.14-8.47-44.38-7.097.09-159158.5-68.4452Ｎ698.63101.98744.19-8.41
8.41-216
215.8
1036.0265Ｖ21.59 4.5723.88 3.94-3.9488.06-88.0636.9347Ｍ-49.16-5.27-50.65 1.73-1.7347.48-47.48-70.0774Ｎ116.027.19116.02-0.38
0.38-10.610.63163.354Ｖ-23.64-3.37-25.050.65-0.6519.38-19.38-34.6706Ｍ
50.11
8.87
54.55
-1
1
-33.933.92
75.5011
风荷载n s
水平地震作用
n s
1
1.027
右震5b
1.024
由永久荷载效应
合
柱上端
柱下端
1S Ehk
柱下端
柱上端柱下端
左震5a 1
杆件代号A0A1
B0B1
A1A2
B1B2
活载
2恒载
A3A4
控制截面柱上端
柱上端
左风4a S wk
右风4b
荷载效应
柱上端柱下端
竖向荷载
重力荷
载代表值
3
6b =
1.35*1+1.4*0.7*2+1.4*
0.6*4b
6b 右风
7a 左风7b 右风7.1a左风7.2b右风8a 左震8b 右震9a 左震9b 右震10a 左震
-65.9643-53.034-63.702-45.9248-63.70596.9833-200.183159.88
-216.58159.881198.5151107.271115.6
1064.9
1078.87879.9191183.601
879.919-24.3367-17.74-23.536-14.5522-24.21268.6363-105.14
116.30641.13925.048839.88318.125842.8498-205.06262.4667-266.58341.207-266.58
1235.641140.271148.61097.91111.87912.9191216.601
912.919-24.3367-17.74-23.536-14.5522-24.21268.6363
-105.14
116.306
33.642547.96632.00650.91324.313275.029-204.085279.5
-243
279.51421.9041318.311343.41247.981289.72740.6631671.841
740.66310.442717.898
9.834
19.7922
6.3522
133.347-108.627
186.803-12.6449-31.285-11.763-36.5152-3.9792-311.88273.6954-405.44355.804-405.441459.0291351.311376.41280.981322.72773.6631704.841
773.66310.442717.8989.834
19.7922
6.3522
133.347-108.627
186.803-83.476-73.529-80.535-66.4732-78.14946.5896
-182.6746.5896-182.6746.5896
595.4671559.43
564.07530.483538.211413.435597.0609
413.435-49.1828-43.834-47.43-39.8472-45.83923.3646-104.00536.1465
93.567784.260890.19176.971
86.855
-37.518191.7416-61.85
207.44
-61.85897.2596827.69
832.33798.743806.471681.695865.3209
681.695-49.1828-43.834-47.43-39.8472-45.83923.3646-104.005
36.146552.574562.197650.28662.820642.9686260.881-161.137260.881-161.137260.8811019.7803947.064961.19899.522
923.07
578.8081153.248578.80830.315535.615628.99635.902624.8706145.881-88.5695176.504
-56.534-65.982-54.07-66.3946-46.543
-264.26157.7525-268.63187.82
-268.631050.1553974.064988.19926.522
950.07
605.8081180.248
605.80830.315535.615628.99635.902624.8706145.881-88.5695
176.504-72.9838-64.917-67.823-61.7346-66.579 1.31434-122.874 1.31434-122.874 1.31434163.9924148.971149.61145.738146.802125.322153.1259
125.322-35.7626-32.54-33.632-30.7606-32.581-4.7148-55.4052
-5.6529
77.1811
71.71
73.39
67.424670.224621.0994109.820621.0994109.82121.0994
强柱弱梁调整柱端弯矩设计值荷 载 效 应 组 合
载效应控制的组合
地震作用效应与其它荷载效应的组合
内力级差调整
由可变荷载效应控制的组合强剪弱弯调整柱端剪
力设计值
7.1a(b)=1.2*1+1.4*
4a(b)+1.4*0.7*27a(b)=1.2*1+1.4*2+1.4*0.6*4a(b )8a(b)=1.2×3+1.3*5a(b)
1
0b
右震11a 左震11b 右震12a 左震12b 右震
-216.5877.5866-160.15127.904-173.2641183.601703.935946.88703.9353946.8807
-152.123654.909
-84.112
93.045
-121.699
341.2067-164.05209.97-213.261272.96531216.601730.335973.28730.3353973.2807
-152.123654.909-84.112
93.045-121.699-243220.023-163.27
223.6
-194.4
1671.841592.531337.5592.53011337.473-163.3102106.677-86.901149.4422-130.648
355.8041-249.5218.96-324.355284.64321704.841
618.93
1363.9618.93011363.873
-163.3102106.677-86.901149.4422-130.648-182.669637.2717-146.1437.27171-146.136597.0609330.748477.65330.7481477.6487-130.036518.6917-83.20428.91724-104.029207.44
-30.014153.39
-49.48
165.952
865.3209545.356692.26545.3561692.2567-130.036518.6917-83.20428.91724-104.029-161.1365208.704-128.91208.7044-128.9091153.248463.047922.6463.0466922.5982-116.3188116.705-70.856141.2028-93.0551187.82
-211.41
126.2-214.904
150.256
1180.248484.647
944.2
484.6466944.1982
-116.3188116.705-70.856141.2028-93.0551-122.87430.98576-92.1560.985758-92.1558153.125993.9916114.8493.99156114.8444-66.48426-3.5361-41.554-4.23966-49.8632109.820615.824682.36515.8245782.36543
针对强柱弱梁及强剪弱弯的调整结果
内力及承载力调整
承载力抗震调整
弯调整柱端剪力设计值针对有地震作用组合的组合结果