8度12層框架結(jié)構(gòu)計(jì)算書

結(jié)構(gòu)平面布置和構(gòu)件截面尺寸選擇1.1設(shè)計(jì)基本數(shù)據(jù)⑴主要設(shè)計(jì)參數(shù)根據(jù)設(shè)計(jì)任務(wù)書的要求以及有關(guān)規(guī)定,確定如下主要的設(shè)計(jì)參數(shù):抗震設(shè)防烈度:8度;抗震設(shè)計(jì)分組:第二組;框架抗震等級(jí)為一級(jí).基本風(fēng)壓:=0.3KN/㎡,C類粗糙度.雪荷載標(biāo)準(zhǔn)值:=0.3KN/㎡.設(shè)計(jì)使用年限:50年;本建筑為一般民用建筑,建筑結(jié)構(gòu)類別為3類;建筑等級(jí):二類.設(shè)計(jì)標(biāo)高的確定:建筑標(biāo)高±0.000相當(dāng)于絕對(duì)標(biāo)高462.45m,建筑設(shè)計(jì)室外地坪為-0.30m,相當(dāng)于絕對(duì)標(biāo)高462.15m⑵材料選擇混凝土基礎(chǔ)墊層混凝土選C10,柱子混凝土選用C40,梁混凝土選用C30.鋼筋框架梁、柱等主要構(gòu)件縱向受力鋼筋選擇HRB400級(jí)、HRB335級(jí)鋼筋;構(gòu)造鋼筋、板內(nèi)鋼筋及箍筋選擇HPB235級(jí)鋼筋.1.2結(jié)構(gòu)平面布置方案采用單向板肋梁樓蓋1.3結(jié)構(gòu)構(gòu)件截面尺寸選擇⑴樓板厚度根據(jù)使用環(huán)境、受力情形、跨度等條件以及《規(guī)范》規(guī)定的現(xiàn)澆鋼筋混凝土板的最小厚度和最小高跨比要求，選取板厚h=120㎜.⑵框架梁橫向框架梁，考慮抗震，選h=L/10=8100/10=810㎜,取h=800㎜,選b=300㎜,則h/b=2.7;縱向框架梁，考慮抗震，選h=L/10=6000/10=600㎜,選b=250㎜,則h/b=2.4.⑶連續(xù)梁根據(jù)梁的高跨比和高寬比要求，選h=400㎜,b=200㎜,則h/b=2.⑷框架柱柱截面尺寸選用b×h=600㎜×600㎜。豎向荷載計(jì)算2.1板面荷載⑴屋面荷載恒荷載標(biāo)準(zhǔn)值防水層（剛性）30厚C20細(xì)石混凝土防水1.0KN/㎡防水層（柔性）三氈四油鋪小石子0.4KN/㎡找平層：15厚水泥砂漿0.015×20=0.3KN/㎡找平層：15厚水泥砂漿0.015×20=0.3KN/㎡找坡層：40厚水泥石灰焦渣砂漿3‰找平0.04×14=0.56KN/㎡保溫層：80厚礦渣水泥0.08×14.5=1.16KN/㎡結(jié)構(gòu)層：120厚現(xiàn)澆鋼筋混凝土板0.12×25=3KN/㎡抹灰層：10厚混合砂漿0.01×17=0.17KN/㎡合計(jì)：6.89KN/㎡活荷載標(biāo)準(zhǔn)值上人屋面：2.0KN/㎡雪荷載：0.3KN/㎡二者不同時(shí)取值。⑵樓面荷載恒荷載標(biāo)準(zhǔn)值各層走廊樓面：10㎜面層水磨石地面:20㎜水泥砂漿打底0.65KN/㎡素水泥漿結(jié)合層一道結(jié)構(gòu)層：現(xiàn)澆鋼筋混凝土板0.12×25=3KN/㎡抹灰層:10厚混合砂漿0.01×17=0.17KN/㎡合計(jì):3.82KN/㎡標(biāo)準(zhǔn)層樓面:大理石面層,水泥砂漿擦縫30厚1:3干硬性水泥砂漿,面上撒2厚素水泥1.16KN/㎡水泥漿結(jié)合層一道結(jié)構(gòu)層:120厚現(xiàn)澆鋼筋混凝土板0.12×25=3KN/㎡抹灰層:10厚混合砂漿0.01×17=0.17KN/㎡合計(jì):4.33KN/㎡活荷載標(biāo)準(zhǔn)值各層走廊樓面:2.5KN/㎡標(biāo)準(zhǔn)層樓面:2.0KN/㎡2.2維護(hù)墻體荷載維護(hù)墻體用增壓粉煤灰加氣混凝土砌塊5.5KN。⑴外縱墻自重:①屋頂女兒墻:縱墻:0.9×0.2×25=4.5KN/m水石外墻面:0.9×0.5=0.45KN/m水泥粉刷內(nèi)墻面:0.9×0.36=0.32KN/m合計(jì):5.27KN/m②二-十二層:縱墻:(5.4×3.6－3.0×2.7)×0.2×5.5/5.4=2.31KN/m鋁合金窗:0.35×3.0×2.7/5.4=0.53KN/m水刷石外墻面:(5.4×3.6－3.0×2.7)×0.5/5.4=1.05KN/m水泥粉刷內(nèi)墻面:(5.4×3.6－3.0×2.7)×0.36/5.4=0.76KN/m合計(jì):4.65KN/m一層:A軸線:縱墻:4.2×0.2×5.5=4.62KN/m水刷石外墻面:4.2×0.5=2.1KN/m水泥粉刷內(nèi)墻面:4.2×0.36=1.51KN/m合計(jì):8.23KN/mD軸線:縱墻:(5.4×4.2－3.0×2.7)×0.2×5.5/5.4=2.97KN/m鋁合金窗:0.35×3.0×2.7/5.4=0.53KN/m水刷石外墻面:(5.4×4.2－3×2.7)×0.5/5.4=1.35KN/m水泥粉刷內(nèi)墻面:(5.4×4.2－3×2.7)×0.36/5.4=0.97KN/m合計(jì):5.82KN/m⑵內(nèi)縱墻自重①二-十二層:縱墻:3.6×0.2×5.5=3.96KN/m水泥粉刷內(nèi)墻面:3.6×0.36×2=2.59KN/m合計(jì):6.55KN/m②一層:內(nèi)隔墻:4.2×0.2×5.5=4.62KN/m水泥粉刷內(nèi)墻面:4.2×0.36×2=3.02KN/m合計(jì):7.64KN/m2.3梁柱自重⑴橫向框架梁:自重:0.3×(0.8－0.12)×25=5.1KN/m抹灰層:10厚混合砂漿0.01×｛(0.8－0.12)×2+0.3｝×17=0.28合計(jì):5.38KN/m⑵縱向框架梁:自重:0.25×(0.6－0.12)×25=3KN/m抹灰層:0.01×｛(0.6－0.12)×2+0.25｝×17=0.21KN/m合計(jì):3.21KN/m⑶連續(xù)梁:自重:0.2×(0.4－0.12)×25=1.4KN/m抹灰層:0.01×｛(0.4－0.12)×2+0.2｝×17=0.13KN/m合計(jì):1.53KN/m⑷框架柱:柱自重:25×0.6×0.6=9KN/m抹灰層:10厚混合砂漿:0.01×0.6×4×17=0.41KN/m合計(jì):9.41KN/m水平風(fēng)荷載和水平地震作用計(jì)算3．1水平風(fēng)荷載計(jì)算=（+）B/2B=37.2m集中風(fēng)荷載標(biāo)準(zhǔn)值層數(shù)離地高度/(kn/㎡)/m/m/kn/8(kn)1243.81.31.571.180.33.61.872.579.071140.21.31.51.130.33.63.688.5311.071036.61.31.521.090.33.63.686.5310.82933.01.31.491.040.33.63.680.9310.12829.41.31.460.990.33.63.675.499.44725.81.31.430.930.33.63.669.468.68622.21.31.390.880.33.63.663.897.99518.61.31.350.810.33.63.657.117.14415.01.31.310.740.33.63.650.636.33311.41.31.240.740.33.63.647.935.9927.81.31.160.740.33.63.644.835.614.21.31.090.740.34.23.645.645.713.2水平地震作用計(jì)算重力荷載代表值計(jì)算位置12層11層10層9層8層7層6層5層4層3層2層1層（kn）1127.81074.21074.21074.21074.21074.21074.21074.21074.21074.21074.21012.2(kn)113.4117.5117.5117.5117.5117.5117.5117.5117.5117.5117.5129.6=+(kn)1241.21191.71191.71191.71191.71191.71191.71191.71191.71191.71191.71141.8自震周期：橫向=0.054n=0.054×12=0.648s本工程的抗震設(shè)防烈度為8度，=0.16,場地類別Ⅰ類，設(shè)計(jì)地震分組為第二組。特征周期：=0.3s==×0.16=0.08=0.85=0.85×(1241.16+1191.67×10+1141.84)=12155kn==0.08×12155=972.4kn=0.08+0.07=0.1218==0.1218×972.4=118.44kn水平地震作用計(jì)算樓層（1－）(KN)1254362.810.1575854134.51+118.44=252.951147905.130531043615.120.12636854107.91939325.110.1139385497.3835035.10.101585486.68730745.10.0890885476.06626455.070.0766585465.46522165.060.0642285454.84417875.050.0517985444.23313585.040.0393685433.6129295.030.026938542314795.730.0138985411.86=345159.35=972.43四、豎向荷載作用下的框架內(nèi)力計(jì)算4．1框架的幾何特征一般而言，框架梁的剛度沿梁長是變化的，但在工程設(shè)計(jì)中假定梁的抗彎剛度沿梁長不變，并可考慮樓板的有利影響。對(duì)于現(xiàn)澆樓蓋，中框架可取I=2，邊框架可取I=1.5,為矩形截面梁的慣性矩。取中框架KJ3為計(jì)算對(duì)象，邊框架與中框架差異不大近似認(rèn)為與中框架一樣。4.1.1I=b/12=/12=1.08×4.1.2=b/12=300×/12=1.28×I=2=2.56×4.1.3梁柱相對(duì)線剛度值及桿件長度框架梁線剛度：==9.48×==2.84×框架柱線剛度：==9.75×==8.36×五、風(fēng)荷載和水平地震作用下的框架內(nèi)力計(jì)算5．1風(fēng)荷載作用下的框架內(nèi)力5．1．1柱剪力標(biāo)準(zhǔn)值計(jì)算層數(shù)（）柱號(hào)===12（9.07KN）0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3371.5033.0323.0321.50311(20.14KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3373.3376.7336.7333.33710(30.96KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3375.1310.3510.355.139(41.08KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3376.80613.73413.7346.8068(50.52KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3378.3716.8916.898.377(59.2KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.3379.80819.79219.7929.8086(67.19KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33711.13222.46322.46311.1325(74.33KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33712.31524.8524.8512.3154(80.66KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33713.36426.96626.96613.3643(86.65KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33714.35628.96928.96914.3562(92.25KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33715.28430.84130.84115.2841(97.96KN)1.1364.5454.5451.1360.3620.6940.6940.3620.3190.6110.6110.31916.832.1832.1816.8-1(97.96KN)0.9713.8833.8830.9710.4950.7450.7450.4950.510.7670.7670.5119.56129.41929.41919.5615.1.2柱的反彎點(diǎn)高度第12層（m=13,n=13,h=3.6m）柱號(hào)Y(m)0.9710.351.00——1.001.263.8830.451.00——1.001.623.8830.451.00——1.001.620.9710.351.00——1.001.26第11層（m=13,n=12,h=3.6m）柱號(hào)Y(m)0.9710.41.001.001.001.443.8830.491.001.001.001.763.8830.491.001.001.001.760.9710.41.001.001.001.44第10層（m=13,n=11,h=3.6m）柱號(hào)Y(m)0.9710.451.001.001.001.623.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.451.001.001.001.62第9層（m=13,n=10,h=3.6m）柱號(hào)Y(m)0.9710.451.001.001.001.623.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.451.001.001.001.62第7、8層與第9層柱的反彎點(diǎn)高度相同第6層（m=13,n=7,h=3.6m）柱號(hào)Y(m)0.9710.501.001.001.001.83.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.501.001.001.001.8第5層（m=13,n=6,h=3.6m）柱號(hào)Y(m)0.9710.501.001.001.001.83.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.501.001.001.001.8第4層（m=13,n=5,h=3.6m）柱號(hào)Y(m)0.9710.501.001.001.001.83.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.501.001.001.001.8第3層（m=13,n=4,h=3.6m）柱號(hào)Y(m)0.9710.501.001.001.001.83.8830.501.001.001.001.83.8830.501.001.001.001.80.9710.501.001.001.001.8第2層（m=13,n=3,h=3.6m）柱號(hào)Y(m)0.9710.501.001.001.201.83.8830.501.001.001.201.83.8830.501.001.001.201.80.9710.501.001.001.201.8第1層（m=13,n=2,h=4.2m）柱號(hào)Y(m)1.1360.501.000.8600.8602.14.5450.501.000.8600.8602.14.5450.501.000.8600.8602.11.1360.501.000.8600.8602.1第-1層（m=13,n=1,h=3.6m）柱號(hào)Y(m)0.9710.65——1.20——2.13.8830.65——1.20——2.13.8830.65——1.20——2.13.8830.65——1.20——2.15．2水平地震作用下的框架內(nèi)力5．2．1柱剪力標(biāo)準(zhǔn)值計(jì)算層數(shù)（）柱號(hào)===12（252.95KN）0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33741.9184.56584.56541.9111（371．48KN）0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33761.548124.192124.19261.54810(479.39KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33779.427160.286160.28679.4279(576.69KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.33795.548192.797192.79795.5488(663.37KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337109.91221.775221.775109.917(739.44KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337122.51247.21247.21122.516(804.9KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337133.36269.09269.09133.365(859.74KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337142.445287.425287.425142.4454(903.97KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337149.773302.212302.212149.7733(937.58KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337155.34313.45313.45155.342(960.58KN)0.9713.8833.8830.9710.3270.660.660.3270.3370.680.680.337159.15321.14321.14159.151(972.44KN)1.1364.5454.5451.1360.3620.6940.6940.3620.3190.6110.6110.319166.78319.44319.44166.78-1(984.3KN)0.9713.8833.8830.9710.4950.7450.7450.4950.510.7660.7670.51196.55295.6295.6196.555.2.2柱的反彎點(diǎn)高度倒三角形節(jié)點(diǎn)荷載的標(biāo)準(zhǔn)反彎點(diǎn)及反彎點(diǎn)高度12層11層柱號(hào)柱號(hào)0.350.450.450.350.40.450.450.4y(m)1.261.621.621.26y(m)1.441.621.621.4410層9層柱號(hào)柱號(hào)0.450.50.50.450.450.500.500.45y(m)1.621.81.81.62y(m)1.621.81.81.628層7層柱號(hào)柱號(hào)0.450.500.500.450.450.500.500.45y(m)1.621.81.81.62y(m)1.621.81.81.626層5層柱號(hào)柱號(hào)0.500.500.500.500.500.500.500.50y(m)1.81.81.81.8y(m)1.81.81.81.84層3層柱號(hào)柱號(hào)0.500.500.500.500.500.500.500.50y(m)1.81.81.81.8y(m)1.81.81.81.82層1層柱號(hào)柱號(hào)0.500.500.500.500.500.500.500.50y(m)1.81.81.81.8y(m)2.12.12.12.1-1層柱號(hào)0.650.550.550.65y(m)2.341.981.982.34六、內(nèi)力組合6．1考慮地震作用組合的框架梁M值(KN·M)-1層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-151.45126.96-183.23-80.42-54.76-38.89-258.15145-186.25⑥或⑦±597.9±155.25287.4±862.30862.3±287.4155.25597.91.2⑤+1.3⑥-959354.2-593.5-1217.5-78.9-1167.7375.8375.8-1000.81層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-173.61128.84-202.11-85.25-79.42-83.39-202.73127.25-176.17⑥或⑦±636.7±162.3312.2±936.70936.7±312.2162.3636.71.2⑤+1.3⑥-1036365.6-648.4-1320-95.3-1317.8-649.1363.7-1039.12層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-178.25125.75-203.65-80.49-75.59-80.49-203.65127.25-178.25⑥或⑦±566.1±140.25285.6±856.70856.7±285.6140.25566.11.2⑤+1.3⑥-949.8333.2-615.66-1210.3-90.7-1210.3-615.7333.2-949.83層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±549.2±136.1277.1±831.10831.1±277.1136.1549.21.2⑤+1.3⑥-938.8321.7-606.1-1172.4-86.1-1172.4-606.1321.7-938.84層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±52.6±130.3265.4±7960796±265.4130.35261.2⑤+1.3⑥-908.6314.1-590.9-1126.8-86.1-1126.8-590.9314.1-908.65層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±496.4±123250.5±751.30751.3±250.5123496.41.2⑤+1.3⑥-870.2304.6-571.5-1068.7-86.1-1068.7-571.5304.6-870.26層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±438.5±103.1232.4±6970697±232.4103.1438.51.2⑤+1.3⑥-794.9278.8-548-998-86.1-998-548278.8-794.97層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±420.7±104.8211.1±633.10633.1±211.1104.8420.71.2⑤+1.3⑥-772281-520.3-915-86.1-915-520.3281-7728層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±372.4±92.9186.6±559.60559.6±186.692.9372.41.2⑤+1.3⑥-709x265.5-488.4-819.5-86.1-819.5-488.4265.5-7099層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±317.9±79.5158.9±476.60476.6±158.979.5317.91.2⑤+1.3⑥-638.1248.1-452.4-711.6-86.1-711.6-452.4248.1-638.110層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±245.9±61.8122.4±367.30367.3±122.461.8245.91.2⑤+1.3⑥-544.5225.1-405-569.5-86.1-569.5-405225.1-544.511層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-187.37120.6-204.88-76.65-71.75-76.65-204.88120.6-187.37⑥或⑦±174.7±39.595.7±287.20287.2±95.739.5174.71.2⑤+1.3⑥-452196.1-370.3-465.3-86.1-465.3-370.3196.1-45212層桿件ABBCCD截面位置A跨中B左B右跨中C左C右跨中D⑤-161.44182-244.65-152.03-147.13-152.03-244.65182-161.44⑥或⑦±98.1±28.141.9±125.50125.5±41.928.198.11.2⑤+1.3⑥-321.3254.9-348.1-345.6-176.6-345.6-348.1254.9-321.36．2考慮地震作用的框架柱內(nèi)力組合-1層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)62.95247.7397.6397.6-246.5N(KN)32281008.35184.55184.52562.9下端M(KN.M)-31.48±460635.8635.8560.2N(KN)32621008.35225.25225.22603.6B上端M(KN.M)-46.33478.9678.2678.2567N(KN)3941.25051.21129611296-1837下端M(KN.M)23.17±585.3788.7788.7-733.1N(KN)3975±5051.211336.611336.6-1796.6C上端M(KN.M)28.27478.9656.5656.5-588.6N(KN)4023.8±5051.21139511395-1738下端M(KN.M)-14.14±585.3777.9777.9743.9N(KN)4057.7±5051.21143611436-1697.3D上端M(KN.M)-81.41247.7419.7419.7224.3N(KN)3254.9±1008.35216.75216.72595.1下端M(KN.M)40.71±460647647-549N(KN)3288.8±1008.35257.45257.42635.81層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)80.8350.2552.2552.2-358.3N(KN)2988.08899475447542417下端M(KN.M)-88.49±350.2561.4561.4349.1N(KN)3228.11008.3518551852562.9B上端M(KN.M)-54.18670.8937937807N(KN)3707.864521.81032810328-1429下端M(KN.M)56.48±670.8940940-804N(KN)3941.2±5051.21129611296-1837C上端M(KN.M)57.28670.8940.8940.8-803.3N(KN)3707.86±4521.81032810328-1429下端M(KN.M)-40.55±670.8920.7920.7823.38N(KN)4023.8±5051.21139511395-1738D上端M(KN.M)-86350.2558.5558.5352.1N(KN)2988.08±8994754.44754.42417下端M(KN.M)104.84±350.2581581-329.5N(KN)3254.9±1008.35216.75216.72595.12層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)89.65286.5480480-264.9N(KN)2736.25781.9430043002267下端M(KN.M)-92.81±286.5483.8483.8261.1N(KN)2988.088994754.44754.42417B上端M(KN.M)-61.6578.1825.5825.5677.6N(KN)3396.3394592049204-1447下端M(KN.M)62.68±578.1826.7826.7-676.3N(KN)3707.86±4521.81032810328-1429C上端M(KN.M)61.6578.1825.5825.5-677.6N(KN)3396.3±394592049204-1447下端M(KN.M)-62.06578.1826826677N(KN)3707.86±4521.81032810328-1429D上端M(KN.M)-89.65286.5480480264.9N(KN)2736.25±781.9430043002267下端M(KN.M)90.17±286.5480.7480.7-264.2N(KN)2988.08±8994754.44754.424173層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91279.6458.2458.2-268.8N(KN)2484.42676.83861.13861.12101.5下端M(KN.M)-178.25±279.6577.4577.4149.6N(KN)2736.25781.9430043002267B上端M(KN.M)-60.3564.2805.8805.8661.1N(KN)3084.743415.58141.88141.8-738.5下端M(KN.M)61.6±564.2751751-659.5N(KN)3396.339459204.19204.1-1052.9C上端M(KN.M)60.3564.2805.8805.8-661.1N(KN)3084.74±3415.58141.88141.8-738.5下端M(KN.M)-61.6±564.2-751-751659.5N(KN)3396.3±39459204.19204.1-1052.9D上端M(KN.M)-78.91279.6-458.2-458.2268.8N(KN)2484.42±676.83861.13861.12101.5下端M(KN.M)88.6±279.6469.8469.8-257.2N(KN)2736.25±781.94300430022674層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91269.6445.2445.2-255.8N(KN)2232.59574.83426.33426.31931.9下端M(KN.M)-88.6±269.6456.8456.8244.2N(KN)2484.42676.83861.13861.12101.5B上端M(KN.M)-60.3544779.6779.6634.8N(KN)2773.182901.97100.37100.3-444.7下端M(KN.M)61.6±544781.1781.1-633.3N(KN)3084.74±3415.58141.88141.8-738.5C上端M(KN.M)60.3544779.6779.6-634.8N(KN)2773.18±2901.97100.37100.3-444.7下端M(KN.M)-61.6±544781.1781.1633.3N(KN)3084.74±3415.58141.88141.8-738.5D上端M(KN.M)-78.91269.6445.2445.2255.8N(KN)2232.59±574.83426.33426.31931.9下端M(KN.M)88.6±269.6456.8456.8-244.2N(KN)2484.42±676.83861.13861.12101.55層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78．91256.4428428-238.6N(KN)1980.76477.12997.12997.11756.7下端M(KN.M)-88.6±256.4439.6439.6227N(KN)2232.59574.83426.33426.31931.9B上端M(KN.M)-60.3517.4745745600.3N(KN)2461.62241060876087-179.1下端M(KN.M)61.6±517.4746.5746.5-598.7N(KN)2773.182901.97100.37100.3-444.7C上端M(KN.M)60.3517.4745745-600.3N(KN)2461.62±241060876087-179.1下端M(KN.M)-61.6±517.4746.5746.5598.7N(KN)2773.18±2901.97100.37100.3-444.7D上端M(KN.M)-78.91256.4428428238.6N(KN)1980.76±477.12997.12997.11756.7下端M(KN.M)88.6±256.4439.6439.6-227N(KN)2232.59±574.83426.33426.31931.96層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78．91240406.7406.7-217.3N(KN)1728.93384.92575.12575.11574.3下端M(KN.M)-88.6±240418.3418.3205.7N(KN)1980.76477.12997.12997.11756.7B上端M(KN.M)-60.3484.4702.1702.1557.4N(KN)2150.061945.75109.55109.550.7下端M(KN.M)61.6±484.4703.6703.6-555.8N(KN)2461.62±241060876087-179C上端M(KN.M)60.3484.4702.1702.1-557.4N(KN)2150.06±1945.75109.55109.550.7下端M(KN.M)-61.6±484.4703.6703.6555.8N(KN)2461.62±241060876087-179D上端M(KN.M)-78.91240406.7406.7217.3N(KN)1728.93±384.92575.12575.11574.3下端M(KN.M)88.6±240418.3418.3-205.7N(KN)1980.76±477.12997.12997.11756.77層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91242.6410410-220.7N(KN)1477.1302.12165.32165.31379.8下端M(KN.M)-88.6±198.5364.4364.4151.7N(KN)1728.93384.9257525751574.3B上端M(KN.M)-60.3445650.9650.9506N(KN)1838.51512.241724172240.3下端M(KN.M)61.6±445652.4652.4-504.6N(KN)2150.061945.75109.55109.550.7C上端M(KN.M)60.3445650.9650.9-506N(KN)1838.5±1512.241724172240.3下端M(KN.M)-61.6±445652.4652.4504.6N(KN)2150.06±1945.75109.55109.550.7D上端M(KN.M)-78.91242.6410410220.7N(KN)1477.1±302.12165.32165.31379.8下端M(KN.M)88.6±198.5364.4364.4-151.7N(KN)1728.93±384.9257525751574.38層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91217.6377.6377.6-188.2N(KN)1225.27224.11761.71761.71179下端M(KN.M)-88.6±178.1338338125.2N(KN)1477.1302.12165.32165.31379.8B上端M(KN.M)-60.3399.2591.3591.3446.6N(KN)1526.941121.23289.93289.9374.8下端M(KN.M)61.6±399.2592.9592.9-445N(KN)1838.51512.241724172240.3C上端M(KN.M)60.3399.2591.3591.3-446.6N(KN)1526.94±1121.23289.93289.9374.8下端M(KN.M)-61.6±399.2592.9592.9445N(KN)1838.5±1512.2417241722403D上端M(KN.M)-78.91217.6377.6377.6188.2N(KN)1225.27±224.11761.71761.71179下端M(KN.M)88.6±178.1338338-125.2N(KN)1477.1±302.12165.32165.31379.89層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91189.2340.7340.7-151.3N(KN)973.44155.11369.81369.8966.5下端M(KN.M)-88.6±154.8307.6307.694.9N(KN)1225.27224.11761.71761.71179B上端M(KN.M)-60.3347523.5523.5378.7N(KN)1215.38775.72466.92466.9450下端M(KN.M)61.6±347525525-377.2N(KN)1526.941121.232903290374.8C上端M(KN.M)60.3347523.5523.5-378.7N(KN)1215.38±775.72466.92466.9450下端M(KN.M)-61.6±347525525377.2N(KN)1526.94±1121.232903290374.8D上端M(KN.M)-78.91189.2340.7340.7151.3N(KN)973.44±155.11369.81369.8966.5下端M(KN.M)88.6±154.8307.6307.6-94.9N(KN)1225.27±224.11761.71761.7117910層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91157.3299.2299.2-109.8N(KN)721.6196.2991991740.9下端M(KN.M)-88.6±128.7273.6273.661N(KN)973.44155.11369.81369.8966.5B上端M(KN.M)-60.3288.5447.4447.4302.7N(KN)903.82481.61710.71710.7458.5下端M(KN.M)61.6±288.5449449-301.1N(KN)1215.38775.72466.92466.9450C上端M(KN.M)60.3288.5447.4447.4-302.7N(KN)903.82±481.61710.71710.7458.5下端M(KN.M)-61.6±288.5449449301.1N(KN)1215.38±775.72466.92466.9450D上端M(KN.M)-78.91157.3299.2299.2109.8N(KN)721.61±96.2991991740.9下端M(KN.M)88.6±128.7273.6273.6-61N(KN)973.44±155.11369.81369.8966.511層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)78.91121.9253.2253.2-63.8N(KN)469.7850.7629.6629.6497.8下端M(KN.M)-88.6±88.6221.5221.58.9N(KN)721.6196.2991991740.9B上端M(KN.M)-60.3245.9392392247.3N(KN)592.262551042.21042.2379.2下端M(KN.M)61.6±201.2335.5335.5-187.6N(KN)903.82481.61710.71710.7458.5C上端M(KN.M)60.3245.9392392-247.3N(KN)592.26±2551042.21042.2379.2下端M(KN.M)-61.6±201.2335.5335.5187.6N(KN)903.82±481.61710.71710.7458.5D上端M(KN.M)-78.91121.9253.2253.263.8N(KN)469.78±50.7629.6629.6497.8下端M(KN.M)88.6±88.6221.5221.58.9N(KN)721.61±96.2991991740.912層桿件截面內(nèi)力種類重力荷載代表值⑤水平地震作用下⑥或⑦1.2×⑤+1.3×⑥或⑦A上端M(KN.M)161.4498.1321.3321.366.2N(KN)249.317.3321.7321.7276.7下端M(KN.M)-108.46±52.8198.8198.8-61.5N(KN)469.7850.7629.6629.6497.8B上端M(KN.M)-92.62167.4328.8328.8106.5N(KN)280.775.7435.3435.3238.4下端M(KN.M)67.97±137259.7259.7-96.5N(KN)592.262551042.21042.2379.2C上端M(KN.M)92.62167.4328.8328.8-106.5N(KN)280.7±75.7435.3435.3238.4下端M(KN.M)-67.97±137259.7259.796.5N(KN)592.26±2551042.21042.2379.2D上端M(KN.M)-161.4498.1321.3321.3-66.2N(KN)249.3±17.3321.7321.7276.7下端M(KN.M)108.46±52.8198.8198.861.5N(KN)469.78±50.7629.6629.6497.86.3不考慮地震作用的框架梁內(nèi)力組合-1層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-131.51-55.14±59.9-235-241.7-231.6-302.8V(KN)120.225.411.0179.8159.6187.2190.1跨中M(KN.M)104.556.415.6204.4147.2196.3216.1B左M(KN.M)-160.57-68.8128.8-289-233-284.2-315.7V(KN)-127.3-55.611.0-230.6-168.2-226.3-236.7BCB右M(KN.M)-78.04-33.82±86.5-141-214.7-138.5-245.3V(KN)7.26—648.798.39.889.4跨中M(KN.M)-56.1-28.710-107.5-67.3-103.9-103.5C左M(KN.M)-43.97-23.5986.5-85.8-173.9-82.5-191.5V(KN)-7.26—64-8.7-98.3-9.8-89.4CDC右M(KN.M)-112.68-54.4±28.8-211.4-175.5-205.4-240V(KN)161.623.411.0226.68209.3241.1237.3跨中M(KN.M)218.2749.3-15.6331240343304.3DM(KN.M)-97.71-38.8159.9-171.6-201.1-170-241.6V(KN)-157.9-41.411-247.4-204.9-253.7-255.51層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-186.31-49.12±62.8-292.34-311.5-300-364.6V(KN)166.120.611.6228.2215.6244.4240跨中M(KN.M)141.7742.216229.2192.5232.7234.5B左M(KN.M)-219.06-56.0430.8-341.3-306-350.7-372.3V(KN)-174.1-44.211.6-270.8-225.2-278.4-279.2BCB右M(KN.M)-94.24-22.7±92.3-145-242.3-149.5-258V(KN)7.26—68.48.7104.59.895跨中M(KN.M)-90.25-17.50-132.8-108.3-139-130.4C左M(KN.M)-96.05-12.6892.3-133-244.5-142.1-247.5V(KN)-7.26—68.4-8.7-104.5-9.8-95CDC右M(KN.M)-218.46-39.36±30.8-317.3-305.3-333.5-612.7V(KN)174.120.411.6237.5225.2255249.2跨中M(KN.M)143.3152.7-16245.8149.6245.1218.2DM(KN.M)-183.82-48.3762.8-288.3-308.5-295.6-360.7V(KN)-166.1-44.411.6-261.5-215.6-267.7-269.92層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-193.78-49.43±53.3-301.7-307.2-310-362V(KN)166.720.69.9228.9213.9245.2238.5跨中M(KN.M)136.8841.8813.2222.9182.7225.8233.7B左M(KN.M)-221.36-56.2626.9-344.4-303.3-354-370.4V(KN)-173.5-44.29.9-270.1-222.1-277.5-276.4BCB右M(KN.M)-87.28-21.63±80.7-135-217.7-139-233.7V(KN)7.26—59.88.792.49.884.1跨中M(KN.M)-82.38-21.630-129.1-99-132.4-126.1C左M(KN.M)-87.28-21.6380.7-135-217.7-139-233.7V(KN)-7.26—59.8-8.7-92.4-9.8-84.1CDC右M(KN.M)-221.36-56.26±26.9-344.4-303.3-354-370.4V(KN)173.544.29.9270.1222.1277.5276.4跨中M(KN.M)136.8841.88-13.2222.9145.8225.8200.4DM(KN.M)-193.78-49.4353.3-301.7-307.2-310-362V(KN)-166.7-20.69.9-228.9-213.9-245.2-238.53層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±49.9-313.5-312.1-322.4-369.3V(KN)167.620.89.3230.2214.1246.6239跨中M(KN.M)132.3540.912.35216176218.8226B左M(KN.M)-222.33-56.425.2-346-302.1-355.4-369.6V(KN)-172.6-449.3-268.7-220.1-276.13-274.3BCB右M(KN.M)-84.22-21.2±75.4-130.7-206.6-134.5-222.78V(KN)7.26—55.98.78.79.879.1跨中M(KN.M)-79.32-21.20-124.9-95.2-127.9-122C左M(KN.M)-84.22-21.275.4-130.7-206.6-134.5-222.8V(KN)-7.26—55.9-8.7-87-9.8-79.1CDC右M(KN.M)-222.33-56.4±25.2-346-302.1-355.4-369.6V(KN)172.6449.3268.7220.1276.13274.3跨中M(KN.M)132.3540.9-12.35216141.53218.8194.8DM(KN.M)-201.87-50.9249.9-313.5-312.1-322.4-369.3V(KN)-167.6-20.89.3-230.2-214.1-246.6-2394層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±46.3-313.5-307.1-322.4-364.7V(KN)167.620.88.6230.2213.2246.6238.2跨中M(KN.M)132.3540.911.5216.1174.9218.8224.8B左M(KN.M)-222.33-56.423.3-345.8-299-355.4-367.2V(KN)-172.6-448.6-268.7-219.2-276.13-273.4BCB右M(KN.M)-84.22-21.2±69.9-130.7-198.9-134.5-215.9V(KN)7.26—51.88.781.29.874跨中M(KN.M)-79.32-21.20-124.9-95.2-127.9-121.9C左M(KN.M)-84.22-21.269.9-130.7-198.9-134.5-215.9V(KN)-7.26—51.8-8.7-81.2-9.8-74CDC右M(KN.M)-222.33-56.4±23.3-345.8-299-355.4-367.2V(KN)172.6448.6268.7219.2276.13273.4跨中M(KN.M)132.3540.9-11.5216.1142.7218.8196DM(KN.M)-201.87-50.9246.3-313.5-307.1-322.4-364.7V(KN)-167.6-20.88.6-230.2-213.2-246.6-238.25層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±42.2-313.5-301.3-322.4-359.6V(KN)167.620.87.8230.24212.04246.6237.2跨中M(KN.M)132.3540.910.45216.08173.45218.75223.5B左M(KN.M)-222.33-56.421.3-345.8-296.6-355.4-364.7V(KN)-172.6-447.8-268.7-218.04-276.13-272.4BCB右M(KN.M)-84.22-21.2±63.8-130.7-190.4-134.5-208.2V(KN)7.26—47.38.774.99.868.3跨中M(KN.M)-79.32-21.20-124.9-95.2-128-121.9C左M(KN.M)-84.22-21.263.8-130.7-190.4-134.5-208.2V(KN)-7.26—47.3-8.7-74.9-9.8-68.3CDC右M(KN.M)-222.33-56.4±21.3-345.6-296.6-355.4-364.7V(KN)172.6447.8268.7218.04276.13272.4跨中M(KN.M)132.3540.9-10.45216.08144.2218.8197.2DM(KN.M)-201,8-50.9242.2-313.5-301.3-322.4-359.6V(KN)-167.6-20.87.8-230.24-212.04-246.6-237.26層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±35.9-313.5-292.5-322.4-351.6V(KN)167.620.86.8230.24210.64246.6235.9跨中M(KN.M)132.3540.98.45216.08170.65218.75221B左M(KN.M)-222.33-56.419-345.8-293.4-355.4-361.8V(KN)-172.6-446.8-268.7-216.6-276.1-271.1BCB右M(KN.M)-84.22-21.2±57-130.7-181-134.5-199.6V(KN)7.26—42.28.767.89.861.9跨中M(KN.M)-79.32-21.20-124.9-95.2-128-121.9C左M(KN.M)-84.22-21.257-130.7-181-134.5-199.6V(KN)-7.26—42.2-8.7-67.8-9.8-61.9CDC右M(KN.M)-222.33-56.4±19-345.8-294.4-355.4-361.8V(KN)172.6446.8268.7216.6276.1271.1跨中M(KN.M)132.3540.9-8.45216.08146.99218.75199.7DM(KN.M)-201.87-50.9235.9-313.5-292.5-322.4-351.6V(KN)-167.6-20.86.8-230.24-210.64-246.6-235.97層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±33-313.5-288.4-322.4-348V(KN)167.620.86.1230.24209.7246.6235跨中M(KN.M)132.3540.98.25216.08170.4218.8220.7B左M(KN.M)-222.33-56.416.5-345.8-289.9-355.4-358.65V(KN)-172.6-446.1-268.7-215.66-276.13-270.2BCB右M(KN.M)-84.22-21.2±49.5-130.7-170.4-134.5-190.1V(KN)7.26—36.78.760.19.855跨中M(KN.M)-79.32-21.20-124.9-95.2-127.9-121.9C左M(KN.M)-84.22-21.249.5-130.7-170.4-134.5-190.1V(KN)-7.26—36.7-8.7-60.1-9.8-55CDC右M(KN.M)-222.33-56.4±16.5-345.8-289.9-355.4-358.65V(KN)172.6446.1268.7215.66276.13270.2跨中M(KN.M)132.3540.9-8.25216.08170.4218.8220.7DM(KN.M)-201.87-50.9233-313.5-288.4-322.4-348V(KN)-167.6-20.86.1-230.24-209.7-246.6-2358層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+③或④)ABAM(KN.M)-201.87-50.92±27.6-315.5-280.9-322.4-341.2V(KN)167.620.85.1230.24208.3246.6233.8跨中M(KN.M)132.3540.96.9216.08168.5218.8219.0B左M(KN.M)-222.33-56.413.8-345.8-286.1-355.4-355.2V(KN)-172.6-445.1-268.7-214.3-276.13-269BCB右M(KN.M)-84.22-21.2±41.3-130.7-158.9-134.5-179.8V(KN)7.26—30.68.751.69.847.3跨中M(KN.M)-79.32-21.20-124.9-95.2-127.9-122C左M(KN.M)-84.22-21.241.3-130.7-158.9-134.5-179.8V(KN)-7.26—30.6-8.7-51.6-9.8-47.3CDC右M(KN.M)-222.33-56.4±13.8-345.8-286.1-355.4-355.2V(KN)172.6445.1268.7214.3276.13269跨中M(KN.M)132.3540.9-6.9216.08149.2218.8201.66DM(KN.M)-201.87-50.9227.6-313.5-280.9-322.4-341.2V(KN)-167.6-20.85.1-230.24-208.3-246.6-233.89層桿件截面位置內(nèi)力種類恒①活②風(fēng)③或④1.2①+1.4②1.2①+1.4③或④1.35①+1.4×0.7②1.2①+0.9×1.4(②+