基礎(chǔ)計算樣板例題復習課程

1、基礎(chǔ)計算樣板例題精品文檔工程名：23600.SJ*基礎(chǔ)計算柱底力與基礎(chǔ)設(shè)計 *日期：4/ 9/2016時間：9:52:10基礎(chǔ)反力單位：軸力 N、剪力V: kN;彎矩M: kN.m作用力方向（對基礎(chǔ)）：軸力N壓為正（；）;彎矩M順時針為正（-；）;剪力V順時針為正（）?；A(chǔ)總結(jié)點數(shù)：4基礎(chǔ)計算數(shù)據(jù) 基礎(chǔ)附加墻與柱 杯口 基礎(chǔ) 基礎(chǔ)地基基礎(chǔ)天然地面混凝土寬 度修深度修允許零應基礎(chǔ)邊底板鋼節(jié)點號墻重中心距寬度埋深高度承載力類型到基底距強度等級正系數(shù)正系數(shù)力區(qū)比例緣高度筋級別1230.00 -0.330.201.301.30160.0011.00300.001.000.000 HPB300130.0

2、0 0.000.201.301.30160.0011.00300.001.000.000 HPB300140.00 0.000.201.301.30160.0011.00300.001.000.000 HPB3001530.000.330.201.301.30160.0011.00300.001.000.000 HPB3001、基礎(chǔ)節(jié)點號* 12 *基礎(chǔ)反力基礎(chǔ)相連柱號：1標準組合11.23200.26-2.532-43.95 229.66 -22.623-17.99321.87-9.984-38.10361.39-21.945-35.06429.76-20.046-21.03253.50-1

3、1.887-4.33286.17-4.168-31.44 303.81 -16.219-24.43325.69-16.1210-51.55343.33-28.1711-21.40394.06-14.2312-48.51411.70-26.2813-7.37217.80-6.0614-34.48235.44-18.11153.71243.74-0.9616-41.47273.14-21.0417-10.36271.40-9.3318-55.54300.80-29.4119-8.23319.26-8.0020-53.42348.66-28.09211.59195.88-2.2922-43.6022

4、5.28-22.3723-3.49282.02-5.3224-46.12319.37-22.8825-44.60353.56-21.9326-5.00247.83-6.27組合號 MN V 組合號 M N VMmax對應組合號:15Mmax：=3.71N =:243.74V =-0.96Mmin對應組合號:18Mmi n=-55.54N =300.80V =-29.41Nmax對應組合號:5M =-35.06Nmax=429.76V =-20.04Nmin對應組合號：21M =1.59Nmi n=195.88V =-2.29Vmax對應組合號:15M =3.71N =243.74Vmax=-0

5、.96Vmin對應組合號:18M =-55.54N =300.80Vmi n=-29.41基本組合組合號 MNV 組合號MNV16.03228.41-1.10210.34 176.461.353-57.23269.57-29.224-52.92217.62-26.775-20.88398.67-11.536-16.58346.72-9.087-25.60411.54-14.318-49.03453.99-28.279-44.72402.04-25.8310-45.30450.27-26.0311-44.78549.71-25.6212-40.47497.76-23.1713-42.33517.

6、27-24.1714-25.13302.95-14.1915-20.83251.00-11.7416-28.58344.54-16.1717-1.76348.69-3.38182.55 296.74-0.9419-39.71373.39-20.2520-35.41321.44-17.8121-29.90404.01-20.1322-25.59352.06-17.6823-67.86428.71-37.0024-63.55376.76-34.5525-25.65499.74-17.4726-21.34447.78-15.0227-63.61524.43-34.3428-59.30472.48-3

7、1.8929-6.01252.97-6.0430-1.70 :201.02-3.5931-43.96277.67-22.9132-39.66225.72-20.46339.51289.281.103413.81237.333.5535-53.76330.44-27.0136-49.45278.49-24.5737-10.19328.01-10.6238-5.89276.06-8.1739-73.46369.17-38.7340-69.15317.22-36.2941-7.22395.01-8.7642-2.91 :343.06-6.3143-70.48436.18-36.8744-66.173

8、84.22-34.43456.53222.28-0.764610.84170.331.6947-56.73263.44-28.8748-52.42211.49-26.4349-2.56337.54-5.81501.40 279.38-3.5951-56.97384.12-28.0452-51.01322.01-24.6253-55.15425.15-26.9054-49.49356.20-23.6755-4.38296.52-6.9456-0.12 :245.19-4.53Mmax對應組合號:34Mmax=13.81N :=237.33V =3.55Mmi n對應組合號:39Mmi n=-73

9、.46N =369.17V =-38.73Nmax對應組合號:11M =-44.78Nmax二 549.71V =-25.62Nmin對應組合號：46M =10.84Nmi n=170.33V =1.69Vmax對應組合號:34M =13.81N =237.33Vmax=3.55Vmin對應組合號:39M =-73.46N =369.17Vmi n=-38.73柱下基礎(chǔ)設(shè)計附加墻與柱杯口 基礎(chǔ)計基礎(chǔ)地基基礎(chǔ)寬度修深度修底板鋼 墻重 中心距 寬度 算埋深 高度承載力類型正系數(shù)正系數(shù)筋級別30.00 -0.330.201.151.30 160.0010.001.00 HPB300選用基礎(chǔ)長寬比:1

10、.20地基承載力計算采用柱底力標準組合計算最大基礎(chǔ)底面積對應標準組合號：12, M= -48.51, N=411.70, V= - 26.28基底作用力標準組合值(含覆土及基礎(chǔ)自重)：Mk= -92.57自身彎矩48.51+附加重量彎矩 9.9(30X0.33)+ 剪力產(chǎn)生彎矩 34.2(26.28X1.3),Nk=531.13N=411.7+ 覆土及基礎(chǔ) 89.42(20X1.8X2.16X1.15)+ 附加重量 30基底標準組合作用力偏心值 e= -0.17(eXNK=MK)基礎(chǔ)底面尺寸： 寬A= 1.80;長B= 2.16修正后的地基承載力特征值：fa= 169.00對應標準組合作用在基

11、底邊緣產(chǎn)生的應力NK些(w=bL2)最大值bxl W6Pmax= 202.74;最小值 Pmi n= 70.47基礎(chǔ)計算采用柱底力基本組合基礎(chǔ)計算最大配筋對應基本組合號：27基底作用力：彎矩M= -120.13,軸力N= 560.43,偏心值e= -0.21基底附加應力(扣除覆土及基礎(chǔ)自重)：最大值Tmax= 229.97,最小值Tmi n=58.32-基礎(chǔ)各截面計算結(jié)果-截面號 沖剪所 構(gòu)造所 至Tmax基底截面X向X向 丫向丫向需咼度需咼度邊緣距應力高度彎矩配筋彎矩配筋(0-0)0.290.490.68175.930.4970.22640.40.67388.(1-1)0.140.400.3

12、4202.950.4020.59238.11.52141.(2-2)0.391.300.88160.041.30105.02 343.68.11226.(說明：計算配筋所采用高度為構(gòu)造所需高度與沖剪所需高度的較大值，單位:mm2)基礎(chǔ)邊緣構(gòu)造高度(m): 0.300(0-0)剖面計算配筋率：X向：0.116%, 丫向：0.058%(0-0)剖面按0.15%構(gòu)造配筋面積(mm2): X向:830., 丫向:1003.(0-0)剖面按0.2%構(gòu)造配筋面積(mm2)： X向:1107., 丫向:1337.基礎(chǔ)短柱配筋結(jié)果基礎(chǔ)短柱截面尺寸(mm): BXH= 650 X 800鋼筋級別：主筋HRB40

13、0 ,箍筋HPB300正截面最大配筋對應組合號：48, M= 74.84, N= 211.49, V= -26.43(注：設(shè)計彎矩含剪力在短柱根部產(chǎn)生的附加彎矩)單側(cè)計算配筋As(mm2)= 37.單側(cè)構(gòu)造配筋Asmin(mm2)= 1040.抗剪最大配筋對應組合號：1, V= -1.10, N= 228.41 抗剪計算配箍(按100mm間距輸出)：Asv(mm2)= 25.2、基礎(chǔ)節(jié)點號* 13 *基礎(chǔ)反力基礎(chǔ)相連柱號：2Mmax對應組合號：15標準組合組合號MNV 組合號MNV123.10435.2810.022-24.67434.76-8.78311.07557.057.444-10.4

14、0533.26-4.2451.98702.671.956-1.30 387.641.25724.88561.9112.778-3.78561.601.4993.41538.121.1010-25.25537.80 -10.191115.79707.537.2812-12.87707.22-4.001312.51392.506.5914-16.16392.18-4.701530.79526.1914.4316-16.98525.66-4.371715.76509.546.2618-32.01509.01-12.541924.43628.1210.5920-23.34627.60-8.212122

15、.13407.6010.1122-25.64407.07-8.702324.68493.3611.8124-24.29478.99-9.092520.13566.179.0626-19.74406.18-6.34Mmax= 30.79 N =526.19 V =14.43Mmi n對應組合號:18Mmi n=-32.01N =509.01V =-12.54Nmax對應組合號:11M =15.79Nmax=:707.53V =7.28Nmin對應組合號:6M =-1.30Nmi n=387.64V =1.25Vmax對應組合號:15M =30.79N =526.19Vmax=14.43Vmin對

16、應組合號:18M =-32.01N =509.01Vmi n=-12.54基本組合132.32523.9613.80232.30438.5213.583-34.56523.22-12.524-34.57437.78-12.75515.49694.4410.18615.47609.009.96710.88703.977.718-14.57 661.13-6.169-14.59575.69-6.3810-10.16680.66-3.73112.76898.312.50122.74 ；812.872.27131.97846.682.3314-1.84457.261.5315-1.86371.831.

17、3016-1.25537.951.651734.82701.2417.651834.81615.8017.4219-5.30700.801.8520-5.32615.361.63214.77667.931.31224.75 ;582.501.0823-35.36667.49-14.4924-35.38582.05-14.712522.09905.119.972622.08819.679.7427-18.03904.66-5.8328-18.05819.23-6.062917.49464.068.993017.48378.638.7731-22.63463.62-6.8032-22.65378.

18、18-7.033343.10651.2319.983443.08565.7919.7535-23.78650.49-6.3536-23.80565.05-6.573722.06627.918.543822.04542.488.3239-44.82627.18-17.7940-44.84541.74-18.014134.19793.9414.604234.17708.5014.3743-32.69793.20-11.7344-32.71707.76-11.954530.97485.2113.924630.95399.7713.7047-35.91484.47-12.4148-35.93399.0

19、3-12.634931.53592.1614.925030.41493.7314.0651-31.06574.67-11.6652-30.03478.62-11.355326.07679.5311.635425.86566.5411.32組合號 MN V 組合號 MN V55-25.60 487.30-8.3656-25.48 405.81-8.60Mmax對應組合號:33Mmax= 43.10 N =651.23V =19.98Mmin對應組合號:40Mmi n=-44.84N =541.74V =-18.01Nmax對應組合號:25M =22.09Nmax=:905.11V =9.97Nm

20、in對應組合號:15M =-1.86Nmi n=371.83V =1.30Vmax對應組合號:33M =43.10N =651.23Vmax=19.98Vmin對應組合號:40M =-44.84N =541.74Vmi n=-18.01柱下基礎(chǔ)設(shè)計附加墻與柱杯口 基礎(chǔ)計基礎(chǔ)地基基礎(chǔ)寬度修深度修底板鋼墻重 中心距 寬度 算埋深 高度承載力類型正系數(shù)正系數(shù)筋級別0.000.000.201.151.30 160.0010.001.00 HPB300選用基礎(chǔ)長寬比:1.20地基承載力計算采用柱底力標準組合計算最大基礎(chǔ)底面積對應標準組合號：11, M= 15.79, N= 707.53, V=7.28基

21、底作用力標準組合值（含覆土及基礎(chǔ)自重）：Mk= 25.26, Nk= 823.52基底標準組合作用力偏心值e= 0.03基礎(chǔ)底面尺寸：寬A= 2.05;長B= 2.46修正后的地基承載力特征值：fa= 169.00對應標準組合作用在基底邊緣產(chǎn)生的應力：最大值Pmax= 175.51;最小值Pmin= 151.09基礎(chǔ)計算采用柱底力基本組合基礎(chǔ)計算最大配筋對應基本組合號：25基底作用力：彎矩M= 35.05,軸力N= 905.11,偏心值e= 0.04基底附加應力（扣除覆土及基礎(chǔ)自重）：最大值Tmax= 196.43,最小值Tmi n=162.53-基礎(chǔ)各截面計算結(jié)果-截面號 沖剪所 構(gòu)造所 至

22、Tmax基底 截面X向X向 丫向丫向需咼度需咼度邊緣距應力高度彎矩配筋彎矩配筋(0-0)0.290.530.83184.990.53105.36879.83.84729.(1-1)0.140.420.41190.710.4230.45333.24.00277.(2-2)0.441.301.03182.231.30148.20484.128.90428.（說明：計算配筋所采用高度為構(gòu)造所需高度與沖剪所需高度的較大值，單位:mm2）基礎(chǔ)邊緣構(gòu)造高度（m）: 0.300（0-0）剖面計算配筋率：X向：0.132%, 丫向：0.091%（0-0）剖面按0.15%構(gòu)造配筋面積（mm2）: X向：999.

23、, 丫向：1206.（0-0）剖面按0.2%構(gòu)造配筋面積（mm2）： X向:1332., 丫向:1608.基礎(chǔ)短柱配筋結(jié)果基礎(chǔ)短柱截面尺寸（mm）: BXH= 650 X 800鋼筋級別：主筋HRB400 ,箍筋HPB300正截面最大配筋對應組合號：1, M= 74.84, N= 211.49, V=(注：設(shè)計彎矩含剪力在短柱根部產(chǎn)生的附加彎矩)單側(cè)計算配筋As(mm2)= 0.單側(cè)構(gòu)造配筋Asmin(mm2)= 1040.抗剪最大配筋對應組合號：1, V= 13.80, N= 523.96 抗剪計算配箍(按100mm間距輸出)：Asv(mm2)= 25.3、基礎(chǔ)節(jié)點號* 14 *基礎(chǔ)反力基礎(chǔ)

24、相連柱號：3標準組合13.69636.27-2.782-51.45632.02 -24.313-12.97801.89-7.344-51.33806.35-29.185-39.85996.90-22.216-24.44611.34-14.3174.13806.41-0.568-28.95803.86 -13.479-34.22810.87-22.3910-67.31808.32-35.31組合號 MN V 組合號 M N V11-22.75 1001.42 -15.4312-55.83 998.87 -28.3413-7.34615.86-7.5214-40.43613.31-20.44151

25、1.98757.481.9416-43.16753.23-19.5917-14.87760.60-13.3418-70.01756.35-34.8719-6.84893.99-8.4720-61.98889.74-29.99213.95624.10-2.9422-51.19619.84-24.46233.15717.25-2.1124-60.14715.61-30.2525-10.29814.76-9.5426-46.70618.11-22.82Mmax 對應組合號：15 Mmax= 11.98 N =757.48 V26.43=1.94=-34.87Mmin 對應組合號：18 Mmin= -

26、70.01 N =756.35 VNmax對應組合號:11M =:-22.75Nmax二 1001.42 V =:-15.43Nmin對應組合號:6M =-24.44Nmi n=611.34V =-14.31Vmax對應組合號:15M =:11.98N =757.48Vmax=1.94Vmin對應組合號:10M =-67.31N =808.32Vmi n=-35.31基本組合組合號 MNV 組合號MNV110.13765.03-1.08215.09 639.291.743-67.07759.08-31.214-62.11 633.34 -28.405-13.19996.90-7.466-8.2

27、3 871.16 -4.657-21.891018.49-12.418-66.891003.14-38.039-61.93877.39-35.2110-59.481022.85-33.8111-50.831269.91-28.2812-45.871144.16-25.4613-48.231209.59-26.9814-29.26730.13-17.2215-24.30604.38-14.4016-33.14831.75-19.241710.751003.232.041815.71877.494.8519-35.57999.66-16.0520-30.61873.92-13.2321-42.95

28、1009.47-28.5322-37.99883.72-25.7123-89.271005.90-46.6124-84.31880.15-43.7925-26.891276.24-18.7826-21.921150.50-15.9627-73.201272.67-36.8628-68.241146.92-34.0429-5.32736.46-7.7230-0.35 610.71-4.9031-51.64732.89-25.8032-46.67607.14-22.983321.73934.735.533426.70808.988.3535-55.46928.78-24.6036-50.50803

29、.03-21.7837-15.86939.09-15.8638-10.89813.34-13.0439-93.05933.14-46.0040-88.09807.39-43.1841-4.611125.83-9.03420.35 1000.09-6.2243-81.811119.88-39.1744-76.84994.14-36.354510.49747.99-1.294615.45622.241.5347-66.71742.03-31.4348-61.74616.29-28.61495.99860.90-1.67509.76 717.840.4751-74.38858.54-37.1652-

30、66.76715.03-32.8453-10.14977.90-10.5954-3.68815.34-6.9655-58.25741.53-28.2456-53.32617.53-25.41Mmax對應組合號:34Mmax：=26.70N=808.98V =8.35Mmin對應組合號:39Mmi n=-93.05N =:933.14V =-46.00Nmax對應組合號:25M =-26.89Nmax= 1276.24V =-18.78Nmin對應組合號:15M =-24.30Nmi n=604.38V =-14.40Vmax對應組合號:34M =26.70N =808.98Vmax=8.35V

31、min對應組合號:23M =-89.27N =1005.90Vmi n=-46.61柱下基礎(chǔ)設(shè)計附加墻與柱杯口 基礎(chǔ)計基礎(chǔ)地基基礎(chǔ)寬度修深度修底板鋼墻重 中心距 寬度 算埋深 高度承載力類型正系數(shù)正系數(shù)筋級別0.000.000.201.151.30 160.0010.001.00 HPB300選用基礎(chǔ)長寬比:1.20地基承載力計算采用柱底力標準組合計算最大基礎(chǔ)底面積對應標準組合號：12, M= -55.83, N= 998.87, V=-28.34基底作用力標準組合值（含覆土及基礎(chǔ)自重）：Mk= -92.68, Nk= 1157.85基底標準組合作用力偏心值e= -0.08基礎(chǔ)底面尺寸： 寬A

32、= 2.40;長B= 2.88修正后的地基承載力特征值：fa= 169.00對應標準組合作用在基底邊緣產(chǎn)生的應力：最大值Pmax= 195.45;最小值Pmin= 139.58基礎(chǔ)計算采用柱底力基本組合基礎(chǔ)計算最大配筋對應基本組合號：27基底作用力:彎矩M= -121.12,軸力N= 1272.67,偏心值e= -0.10基底附加應力(扣除覆土及基礎(chǔ)自重)：最大值Tmax= 220.63,最小值Tmi n=147.62-基礎(chǔ)各截面計算結(jié)果-需咼度需咼度邊緣距應力高度彎矩配筋彎矩配筋(0-0)0.390.581.04194.270.58211.381601.145.451144(1-1)0.19

33、0.440.52207.450.4461.97635.42.13454.(2-2)0.541.301.24189.201.30277.48906.208.41692.截面號 沖剪所 構(gòu)造所 至Tmax基底截面X向X向 丫向丫向(說明：計算配筋所采用高度為構(gòu)造所需高度與沖剪所需高度的較大值，單位:mm2)基礎(chǔ)邊緣構(gòu)造高度(m): 0.300(0-0)剖面計算配筋率：X向：0.190%, 丫向：0.114%(0-0)剖面按0.15%構(gòu)造配筋面積(mm2): X向:1263., 丫向:1500.(0-0)剖面按0.2%構(gòu)造配筋面積(mm2)： X向:1684., 丫向:1999.基礎(chǔ)短柱配筋結(jié)果基礎(chǔ)

34、短柱截面尺寸(mm): BXH= 700 X 800鋼筋級別：主筋HRB400 ,箍筋HPB300-28.28正截面最大配筋對應組合號：11, M= 72.22, N= 1269.91, V=(注：設(shè)計彎矩含剪力在短柱根部產(chǎn)生的附加彎矩)單側(cè)計算配筋As(mm2)= 0.單側(cè)構(gòu)造配筋Asmin(mm2)= 1120.抗剪最大配筋對應組合號：1, V= -1.08, N= 765.03 抗剪計算配箍(按100mm間距輸出)：Asv(mm2)= 25.4、基礎(chǔ)節(jié)點號* 15 *基礎(chǔ)反力基礎(chǔ)相連柱號：4標準組合Mmax對應組合號：15Mmax= 84.49 N433.66 VMmin對應組合號：18

35、 Mmin=8.99 N381.70 V=49.5911.82組合號MNV 組合號MNV164.78341.5636.76212.67316.9414.24367.03502.8743.52433.63463.8021.73562.85600.5840.69637.81366.0924.56782.57485.0350.46851.31470.2636.95949.17445.9628.671017.90431.1915.161178.39582.7447.631247.12567.9734.121353.35348.2531.501422.09333.4817.991584.49433.66

36、49.591632.38409.0427.071761.10406.3234.34188.99381.7011.821981.56502.0647.612029.45477.4425.092164.03337.9236.322211.92313.3013.802371.97443.8741.102417.21410.7616.692569.88492.7239.692619.30361.9018.11Nmax對應組合號:5M =62.85Nmax= 600.58V =40.69Nmin對應組合號:22M =11.92Nmi n= 313.30V =13.80Vmax對應組合號:7M =82.5

37、7N = 485.03Vmax=50.46Vmin對應組合號:18M =8.99N =381.70Vmi n=11.82基本組合組合號MNV 組合號MNV182.92403.9346.42275.14329.6741.3839.96369.4614.9042.19 295.209.87586.07629.7655.89678.29555.5050.85780.08630.1951.97839.30575.0625.38931.53500.8120.351047.34591.9030.611180.21766.5551.921272.44692.2946.891375.98725.9449.19

38、1445.16438.2729.351537.38364.0124.311651.44496.1533.3917107.83604.7865.6118100.05 530.53:60.571964.06584.1046.692056.28509.8441.662161.06550.0935.102253.29475.8330.062317.29529.4116.19249.51455.1511.1525101.97741.5861.642694.20)667.3256.602758.20720.8942.732850.42646.6337.692966.92413.3039.063059.14

39、339.0434.033123.14392.6220.153215.37318.3615.1233110.51532.8764.3934102.73 458.6159.353537.55498.4032.873629.78424.1427.833777.77494.5943.033870.00420.3338.00394.82460.1211.5140-2.96385.866.4841106.41628.6361.614298.63554.3756.574333.45594.1630.094425.68519.9025.054581.87398.8345.814674.09324.5740.77478.92364.3614.29481.14290.109.254988.27533.3250.005077.67445.9143.135118.75492.2319.365211.50408.7214.665385.76591.9548.305475.58494.7641.715521.26433.6021.055613.59359.8616.08Mmax對應組合號:3