土木工程畢業(yè)設(shè)計(jì)高層框剪結(jié)構(gòu)設(shè)計(jì)計(jì)算書

1抗震等級(jí)為二級(jí)，防火等級(jí)為二級(jí)。常年地下水位低于-12米表1.1土層分布及承載力特征值地基承載力特征值/kpa1素填土2粉質(zhì)粘土3粉質(zhì)粘土混角礫4粉砂巖強(qiáng)風(fēng)化帶2米。豎向結(jié)構(gòu)構(gòu)件柱子的截面1-5層選用800x800,柱的強(qiáng)度選用C35；6-選用600x600，柱的強(qiáng)度選用C30。2cc3323cc23232梁板柱的混凝土強(qiáng)度都采用C30，板鋼筋采用三級(jí)鋼，箍筋采用一級(jí)鋼筋34b4cc表1.2地下室框架柱抗側(cè)剛度C=fic0.2816380.2904410.3501680.3956160.3552340.2964760.2843020.0880830.113990.308290.4818650.3264250.1321240.095855ΣC構(gòu)件名稱0.00593E0.006115E0.007373E0.00833E0.008422E0.007479E0.006242E0.005986EbiΣiic f表1.31～6層框架柱抗側(cè)剛度h=2.8mkkC=c0.0421840.0539220.1335580.1941540.1403120.0619680.045735構(gòu)件名稱0.000698E0.000892E0.002209E0.003212E0.003309E0.002321E0.001025E0.000757E0.0880830.113990.308290.4818650.3264250.1321240.095855fiΣCbΣiic f表1.47～11層框架柱抗側(cè)剛度h=2.8mΣiΣibcfik構(gòu)件名稱C=ic柱10.4473680.1827960.000595E20.5789470.224490.000731E30.4391140.00143E42.4473680.5502960.001792E52.5394740.559420.001822E60.4532370.001476E70.6710530.2512320.000818E80.486842ΣCf0.1957670.000638EΣfHfiii=11w=0.269m412EI2W563+w2EI2W有效翼緣6d=6x250=1500，950<1500,1450<1500,分別取實(shí)際長(zhǎng)度900mm，1450mm。==1440mm慣性矩:113I=wI=w1++EI2WEI=2×0.268E+5.787E+1.016E=10.387E（4）連梁約束剛度7連梁剛性端部約束彎矩bl3C==l4l1==0.0659==0.06593bl3C==l4l1=b==0.04353bl38HHC==l4l1β=b==0.0713b=CbjhjH=Σj=1i=1三氈四油屋面防水層80mm礦渣水泥保溫層40mm水泥石灰焦渣找坡2292地下室250×350250×400屋面，標(biāo)準(zhǔn)層250×350250×400抹灰17×0.04×（2.8板梁柱G={6.39×(57+10.5)×2+5.65×(4.8×2+4.2×7+5.7×2+5.4×2)+8.3824墻×2×[(4.8+2.1)×2+(3+1.8)×2+(2.4+2.4)×2]+15.904×[(2.7+2.4)G=0.45×170/2=38.5屋面標(biāo)準(zhǔn)層樓板處結(jié)構(gòu)和構(gòu)件自重板G=1.94（10.5×16+57×4）+1.6×6×4.8=814.32梁柱墻2×[(4.8+2.1)×2+(3+1.8)×2+(2.4+2.4)×2]+15.904×[(2.7+2.4)×2標(biāo)準(zhǔn)層地下室頂板處結(jié)構(gòu)和構(gòu)件自重板G=1.66（10.5×16+57×4）+1.32×6×4.8=695.376梁柱墻2×[(4.8+2.1)×2+(3+1.8)×2+(2.4+2.4)×2]+15.904×[(2.7+2.4)×2共計(jì)：G=309地下室頂板2.活載標(biāo)準(zhǔn)值計(jì)算屋活樓活雪屋面活荷載和雪荷載不同時(shí)考慮，取較大值。3.結(jié)構(gòu)重力荷載代表值計(jì)算屋面處重力荷載代表值=結(jié)構(gòu)和構(gòu)配件自重標(biāo)準(zhǔn)值+0.5屋面活荷載標(biāo)準(zhǔn)值樓面處重力荷載代表值=結(jié)構(gòu)和構(gòu)配件自重標(biāo)準(zhǔn)值+0.5樓面活荷載標(biāo)準(zhǔn)值屋面處G=5588+0.5×1496=6336kN標(biāo)準(zhǔn)層處G=6883+0.5×1197=7481.5kN地下室頂板處G=7255+0.5×1197=7823.5kN重力荷載代表值如圖2.1所示：圖2.1重力荷載代表值ΣΣfbEIfbEI1GHgEIGHgEIT2根T7Waagyη2amax agnEKniiiiii表2.2樓層各質(zhì)點(diǎn)水平地震作用計(jì)算iiiiiF(KN)iV(KN)i2002.3iiFHii9.189987ii88974.52234.82433.12597.12726.92822.32883.52911.74.419195.475M=0-qHxH=qH23H220當(dāng)考慮連梁約束剛度C影響時(shí)，計(jì)算結(jié)構(gòu)內(nèi)力、位移所用的λ值與計(jì)算地震bb表2.3倒三角形荷載作用下結(jié)構(gòu)內(nèi)力計(jì)算kN?m，V層FV0FVF0-0.075-0.049-0.047-0.039-0.0610-5.25-3.43-3.29-2.73-4.27-0.375-0.211-0.072-1.19-0.67-0.23MV-0.97-0.451H9876次V55-0.071-4.974-0.08-5.632150MwMoV1wV0VFC=FFbV=0.8132V；FFCFFb=0.186_；V=V1+m表2.4結(jié)構(gòu)總內(nèi)力計(jì)算匯總總連梁總連梁0.4789320.6212260.6363610.7373220.8359570.8873580.9380960.9715390.9128390.8202110.6969810.36021總框架3kN)F0.9697410.9658560.9893860.6272439876543210WW-3.42804-3.28812-2.72844-4.26756-4.96716-0.96974-0.44911-0.00169總剪力墻0.2665090.4925360.7462140.9551342.0233622.538624-5.5968-5.2470表2.5位移計(jì)算xxS=H10.9151520.8303030.7454559.41228.73998.06760.67230.67230.6723i98uu070.66060660.5757586.050750.49090940.4060614.033830.32121220.2363642.0169150.1515150.9412200.0666670.067230.06723u077單榀剪力墻內(nèi)力見表2.6表2.6單榀剪力墻內(nèi)力層層綜合剪力墻單榀剪力墻彎矩剪力Q1Q2Q3Q10-0.97000-0.025-0.54-0.095-5.247-0.449-0.135-2.923-0.513-0.012-0.25-0.0449-3.428-0.002-0.088-1.91-0.3350.00000.00000.00008-3.2880.2665-0.085-1.832-0.3220.00690.14850.02617-2.7280.4925-0.07-1.52-0.2670.01270.27440.04826-4.2680.7462-0.11-2.377-0.4170.01930.41575-4.9670.9551-0.128-2.767-0.4860.02460.53210.09344-5.597-0.144-3.118-0.5470.0295330.03790.81850.14370.79810.140122.80620.49260.04460.96220.168912.02340.27070.05220.197902.53860.47290.06550.2483ll-=0.0973m0.1216mb-=0.0876m0.1314mblbln=0.1368mbb表2.7單根連梁內(nèi)力0.02270.0452180.046320.0536680.0608480.0645890.0682820.034050.0678270.0694790.0805020.0912720.0968840.102423約束彎矩0.2591310.5161860.5287620.6126520.694610.7373190.7794780.0354490.0706140.0723350.0838110.0950230.1008650.1066330.0252650.0503280.0515540.0597340.0677240.0718890.0759990.0295410.0588450.0602790.0698420.0791860.0840540.0888610.0315880.0629230.0644560.0746820.0846730.0898790.09501898765440.8072660.0984060.1060750.1104340.0787080.0707170.09202830.7584920.092460.0996660.1037620.0739530.0664440.08646820.6815250.0830780.0895520.0932330.0664490.0597020.07769410.5791320.0705960.0760980.0792250.0564650.0507320.06602100.2993040.0364850.0393280.0409450.0291820.0262190.034121地震力下橫向框架計(jì)算模型如圖2.2所示： 左側(cè)地震力作用下彎矩圖左側(cè)地震力作用下剪力圖地震力作用下剪力圖0zszij負(fù)負(fù)k5111256.17235.67222.85210.03iz987654321i3Mzzj4280200表2.9倒三角形荷載作用下結(jié)構(gòu)內(nèi)力計(jì)算0MV109876543210510-0.075-0.049-0.047-0.039-0.061-0.071-0.080.0210.0720.2620-3.21-2.097-2.012-1.669-2.611-3.039-3.4240.89886.4203-0.375-0.211-0.072-0.729-0.41-0.140.00190.11860.26260.37930.48820.67690.8772FV0FVF0.5930.5910.6050.7010.7950.8440.8920.9240.8680.6630.3840.13620.13570.16110.18260.19380.20490.21220.19940.17920.15220.0881-0.593-0.275-0.0010.30130.45640.58420.70040.8763xHMMMVWwo0C=FV1 wV0MC=FV1 wV0MFF wMFMFFboFbo__F表2.10結(jié)構(gòu)總內(nèi)力計(jì)算匯總0-3.21015V總連梁0.2929320.3799643kN)-0.59313-0.27469總框架3kN)F0.5931280.590752總剪力墻MMW99-2.0973-0.001030.6051440.3892218-2.011690.1630070.7011520.4509727-1.669280.3012530.7949490.5113016-2.610920.4564110.8438280.542745-3.038940.5841940.8920770.5737734-3.424160.7004190.9238790.59422730.8988420.8762620.8680590.55832423.0817440.7799740.5016716.42030.662790.42629800.3836440.220317表2.11位移計(jì)算S=H10.9151520.8303030.7454550.6606060.5757580.4909090.4060610.3212120.2363640.1515150.0666676.16954.93564.318652.46780.616950.041130.41130.41130.41130.616950.616950.616950.616950.616950.616950.616950.575820.04113i5u9876543210u077單榀剪力墻內(nèi)力見表2.12表2.12單榀剪力墻內(nèi)力單榀剪力墻單榀剪力墻層0-1.78837-1.1684-1.12071-0.92995-1.45454-1.69299-1.90760.5007453.5767496.2473880-0.31395-0.20512-0.19674-0.16326-0.25535-0.29721-0.334880.0879070.3013950.627905-0.0153-0.00709-2.7E-050.0042060.0077720.0117750.0150720.0180710.0226080.0272540.0319290.04006-0.33043-0.15303-0.000580.0908110.1678280.2542660.3254540.3902030.4881650.58850.6894440.865016-0.05801-0.02687-0.00010.0159420.0294620.0446370.0571340.0685010.0856980.1033120.1210330.1518550-3.21015-2.0973-2.01169-1.66928-2.61092-3.03894-3.424160.8988423.0817446.4203-0.59313-0.27469-0.001030.1630070.3012530.4564110.5841940.7004190.8762620-0.08282-0.05411-0.0519-0.04307-0.06736-0.0784-0.088340.023190.0795090.1656440.289324數(shù)9876543210綜合剪力墻lbll0.1216mb-=0.0876m0.1314mblbln=0.1368mbb表2.13單根連梁內(nèi)力4.2661718.498168.7051939.5344524.927542.8441145.8034626.7242067.6237378.0925018.555228.8602088.3248777.4801296.3563013.285027約束彎矩32.4670564.6739766.2495776.7603487.0289692.3801597.6623395.0328585.389672.5605237.500314.4414938.84749.0629419.9262795.1300423.7012447.3728338.7506799.9213019.7344158.2718994.2750353.9577347.8837578.0758229.3570868.8451274.5712873.1655386.3057136.4593337.4841348.4853239.0070649.5220779.8615339.2657038.3254869876543210水平風(fēng)荷載下橫向框架內(nèi)力如圖2.6～2.8所示 左側(cè)風(fēng)荷載作用下彎矩圖xx左側(cè)風(fēng)荷載作用下剪力圖左側(cè)風(fēng)荷載作用下軸力圖圖2.9樓面荷載傳遞示意圖5面a-l面2202=202222222222222222222面面表表2.14樓面柱承受的荷載恒載43.4041.14yx恒荷載作用下彎矩圖恒荷載作用下剪力圖恒荷載作用下軸力圖 活荷載作用下彎矩圖活荷載作用下剪力圖活荷載作用下軸力圖2.4.1梁的內(nèi)力組合層次721MVMMVMVMMVMVMMVMVMMV恒載①-27.5143.95-20.54-40.53-18.92-16.92-28.5-19.649.9535-19.58-28.98-19.59-19.54-28.98-9.934.0896.851-0.62-7.51-5.34-14.7-2.31-7.8525.734.913-3.27-7.21-32.3-12-14.2-8.2528.784.191-0.27-8.25-29.3-12.2-14.2-8.2421.394.208-0.23-8.23-21.8-12.2-10.6④-4.09-25.7-28.8-21.4max組合項(xiàng)目值②+0.84④②+0.84④+0.84④②+0.84④min組合項(xiàng)目值-65.6-66.7-65.6-66.7組合項(xiàng)目值-43.2③-35.5-58.417.19.586④③-8.6120.669.064④③-9.0410.35-14.1-14.1④層次721表2.16梁2非抗震內(nèi)力組合minminmaxMVMMVMVMMVMVMMVMVMMV①-8.87-1.5-10.5-3.98-3.86-4.24-5.55-2.36-0.55-0.14-0.65-1.3-0.6-0.25-0.82-1.39②-2.92-1.110-4.57-1.11-2.02-0.090-2.14-0.09-0.1400-0.140-0.19-0.010-0.2-0.01③-0.1-8.9-0.4-120-120④-8.818.934-59.9-90.390.35-66.889.1789.17組合項(xiàng)目值組合項(xiàng)目值值-27.07-27.07-14.13-34.48-22.89-34.48-22.89-91.37-5.725-94.59-94.59-115.5-127.2-0.183-127.5-127.5-170.1-94.57-0.338-94.94-126.5-94.94-126.5組合項(xiàng)目值-18.07-30.06-21.6580.048-112.5-167.4167.2692.978-123.792.852層次721表2.17梁3非抗震內(nèi)力組合maxminmax①②③④組合項(xiàng)目值組合項(xiàng)目值組合項(xiàng)目值M-16.13-5.985.85-5.851.2①+1.4*-35.921.4④+1.0-30.3M15.195.423-0.70.68926.4②+0.84④M-19.73-7.12-4.54.4711.2①+1.4*-39.911.4③+1.0-33.11V-38.12-13.7-2.92.891.0(②+③)-69.03(①+②)-55.91M-13.24-6.8835.6-35.61.2①+1.4*-75.431.0①+36.66M9.1634.82-3.63.62520.79②+0.84④M-13.91-7.44-2828.41.2①+1.4*-66.V-25.66-13.6-1817.941.0(②+③)-74.921M-15.09-7.9433.4-33.41.2①+1.4*-76.011.0①+31.70M7.6674.038-0.30.30215.11②+0.84④M-15.05-7.93-3332.821.2①+1.4*-75.11.0①+30.90V-25.46-13.4-1918.551M-15.04-7.9124.9-24.91.2①+1.4*-63.981.0①+19.82V25.4813.42-1413.81.0(②M7.70954.0636.01-6.0119.98②+0.84③M-15.02-7.92-3736.911.2①+1.4*-80.781.0①+36.65V-25.47-13.4-1413.81.0(②+③)-68.671.4④-6.15表2.18梁1抗震內(nèi)力組合層次截面721MVMMVMVMMVMVMMVMVMMV重力荷載代表值①-27.5143.95-20.54-40.53-18.92-16.92-28.5-19.649.9535-19.58-28.98-19.59-19.54-28.98②9.886-5.62-1.58-5.62-22.1-5.06-50.1-22.1-18.6-0.34-38.3-18.6-13.6-0.29-27.9-13.6③-9.89-37.6-27.3max組合項(xiàng)目值min組合項(xiàng)目-45.9-41.6-55.9-74.7-85.5-62.9-72.5-73.3-59.1-59.8-52.4組合項(xiàng)目-40.4-37.5-47.833.0848.234.794-4.7715.96-11.4表2.19梁2抗震內(nèi)力組合721截面MVMMVMVMMVMVMMVMVMMV重力荷載代表值①-8.87-1.5-10.5-3.98-3.860.111-4.24-5.55-2.36-0.55-0.14-0.65-1.3-0.6-0.25-0.82-1.39②-0.16-21.293.36-147-0.57-94.5-147-185-0.05-118-18585.49-134-0.04-85.6-134③-20.890.157321.208-93.360.569594.495-1180.0468-85.490.042585.578max組合項(xiàng)目值-12.76-12.76-5.83-5.83-0.223-0.223-0.356-0.356min組合項(xiàng)目值組合項(xiàng)目值-43.15-47.7-126-129.5-194.4-154.1242.15-154.3-242.3-111.9表2.20梁3抗震內(nèi)力組合重力荷載代表值maxmin①②③組合項(xiàng)目值組合項(xiàng)目值組合項(xiàng)目值721MVMMVMVMMVMVMMVMVMMV-16.13-19.73-38.12-13.249.163-13.91-25.66-15.09-15.05-25.46-15.04-15.02-25.47-7.02-10.8-7.02-27.9-44.2-27.943.69-24.3-42.9-24.3-17.7-31.2-17.7-14.3-1.73-55.4-5.6144.16-43.7-0.4-31.8-0.331.3②1.3②9.7141.3②9.682-37.89-37.72-54.87-87.8966.592-74.09-67.04-74.962.101-73.82-62.08-59.43-58.54-53.51-33.8-47.241.71-6.0540.72-2.532.4.2柱的內(nèi)力組合層次MNMNVMNMNVMNMNVMNMNVMNMNVMNMNVMNM98765表2.21柱1非抗震內(nèi)力組合N相應(yīng)的MmaxN相應(yīng)的M①-100.9-24.17-100.9-173.2-9.35-173.2-245.1-10.17-245.1-317.2-11.25-317.2-389.1-4.96-389.1461.43-13.15461.43-533.8-10.92②-34.2-8.84-34.2-62.1-4.09-62.1-89.8-4.31-89.8-117-4.81-117-145-2.15-145-173-5.56-173-201-4.61③-2.31-6.28-2.31-7.44-6.19-7.44-15.7-10.7-15.7-26.9-12.5-26.9-41.1-29.7-41.1-56.1-5.34-56.1-71.7-15.9④-1.68-2.84-11.8-6.44-15.7-9.4-18.8-11.2-25.441.1141.11-19.7-7.03-4.42-32.5組合項(xiàng)目1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)④④1.0(②+③)值27.668-172.3-50.17-172.327.802-305.2-25.61-305.219.9641.086-441.8-33.18-441.826.53445.038-582.8-37.76-582.829.56-727.7-50.47-727.736.268632.23-8.304632.237.096-82.75-1022-41.78組合項(xiàng)目+1.4*1.0+1.4*1.0值-117.9-20.21-117.9-7.73-197.4-2.554-197.4-1.852-9.034-272.2-272.2-4.196-13.76-342.94.028-342.9-6.35-25.22-409.3-409.3-21.7141.72232.99-31.04232.9925.982-33.6-540.29.114值27.668值27.668+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0-172.3-50.17-172.327.802-305.2-25.61-305.219.9641.086-441.8-33.18-441.826.53445.038-582.8-37.76-582.829.56-727.7-50.47-727.736.26841.72232.99-31.04232.9925.982-88.55-662.8-41.78上4下上3下上2下上1下NVMNMNVMNMNVMNMNVMNMNV-533.8-606.2-11.97-606.2-678.6-9.98-678.6-750.9-14.51-750.9-823.3-8.49-823.3-201-229-5.05-229-257-4.21-257-284-6.12-284-312-3.55-312-71.7-25.6-104-55.1-104-20.6-118-70.3-118-12944.61-12943.56-17.3-23.788.0288.02-17.6-13.8-24.6-22.6-167-44.6-43.61.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)-1022-1171-57.29-117140.018-1319-94.97-131947.836-5.48-1465-124.4-1465240.65-160647.296-160669.056-540.2-15.25-18.75-604.2-604.2-14.37-6.052-668.365.122-668.3-25.4144.486-735.281.022-735.2-16.6-228.3-807.2-72.64-807.2-55.57+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0-1022-1171-57.29-117140.018-1319-94.97-131947.836-1133-124.4-1465240.65-1606-77.61-1244-52.91表2.22柱2非抗震內(nèi)力組合層次9876MNMNVMNMNVMNMNVMNMNVMNMNVMN恒載①-17.09-131.9-131.9-10.3-6.8-221-221-5.21-8.55-311.2-311.2-6.02-8.52-401.1-401.1-6.25-6.73-491.5-491.5-3.93-17.33-580.3②-6.29-45.964.67-45.96-3.92-3.05-80.98-80.98-2.29-3.59-116.51-116.51-2.54-3.62-151.93-151.93-2.65-2.89-187.46-187.46-1.67-7.43-222.74③-11.6-12.2-11.6-43.3-23.8-43.3-93.3-35.1-93.349.48-162-47.5-162-243-47.9-243-371④-15.32-9.84-26.66-18.01-38.0293.2893.28-26.11-49.4847.49-34.63-54.1547.87-36.43-94.8N相應(yīng)的Mmax組合項(xiàng)目1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)值-7.866-238.9-238.9-4.07224.894-439.2-19.24-439.215.756-667.1-34.23-667.125.774-921-50.35-92163.688-1192-59.36-119243.948-1527N相應(yīng)的M組合項(xiàng)目值-41.96-142-142-26.14-45.48-204.6-204.6-31.47-63.49-242.8-242.8-43.78-79.5-254.4-254.4-55.98-83.89-250.372.166-250.3-55.72-153.5-177.4組合項(xiàng)目+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0值-7.866-238.9-238.9-4.07224.894-439.2-19.24-439.215.756-667.1-34.23-667.125.774-921-50.35-92163.688-1192-59.36-119243.948-1527下上5下上4下上3下上2下上1下MNVMNMNVMNMNVMNMNVMNMNVMNMNV-580.3-10.83-9.45-668.910.61-668.9-7.16-11.59-757.6-757.6-8.28-10.59-846.4-846.4-7.26-12.59-935-935-12.12-8.02-1024-1024-4.33-222.74-4.62-4.04-258.014.51-258.01-3.05-4.96-293.294.94-293.29-3.53-4.53-328.574.15-328.57-3.1-5.39-363.846-363.84-5.18-3.45-399.13-399.13-1.85-71.2-37182.96-511-72.8-51186.86-656-88.4-656-800-106-800-928-123-928-18.6-1022-180-1022-59.3-82.96-55.65-86.86655.9688.43655.96-62.61-70.45800.14800.14-34.2927.56927.56-71.23-57.481.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)1.0(②+③)-76.42-152763.55699.148-1879-82.93-187965.048-2238-103-2238-2596-130.8-259625.226-2930-146.2-2930-40.54-3218-244-3218-177.4-96.02-127.5-87.27-87.27-86.5-135.59.1889.188-97.59-111.3-96.91-62.99-114.3202.03256.34202.03-85.67+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0-76.42-152763.55699.148-1879-82.93-187965.048-2238-103-2238-2596-130.8-259625.226-2930-146.2-2930-40.54-3218-244-3218表2.23柱3非抗震內(nèi)力組合內(nèi)力恒載活載左風(fēng)右風(fēng)N相應(yīng)的MN相應(yīng)的Mmaxmin98765MNMNVMNMNVMNMNVMNMNVMNMNVMNMNVMN①-117.1-8.19-117.1-199.4-5.78-199.4-281.3-6.12-281.3-363.2-6.66-363.2-445-3.02-445-527.6-9.74-527.6-610.5②-40.69-3.74-40.69-76.97-3.26-76.97-113-3.31-113-149-3.61-149-185.1-1.68-185.1-221-5.29-221-257③-12.6341.33-24.4141.33-48.74231.57-48.55231.57-74.1585.18490.9④-15.63-11.03-11.03-10.09-27.21-41.33-41.33-18.44-38.85-89.1-89.1-26.73-50.6-154.9248.74-154.92-35.48-55.18-231.5748.55-231.57-37.05-98.7-355.32-355.32-61.73-85.18-490.9組合項(xiàng)目+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0值-212.98-212.98-0.798-27.836-404.8922.674-404.89-18.046-42.062-620.47-620.47-28.748-58.502-861.37-861.37-40.614-67.21-1117.261.994-1117.2-46.154-112.09-144084.716-1440-70.28-105.12-1779.7組合項(xiàng)目值-125.1-27.51-125.123.11444.082-181.4-41.11-181.461.986-212.8-57.74-212.842.75-219-76.23-21983.444-209.7-71.59-209.7-135.7-115.5-135.796.334-45.32組合項(xiàng)目+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0值44.134-182.09-32.746-182.0927.45448.352-289.16-45.674-289.1633.58666.718-370.99-62.378-370.9946.09683.178-427.59-81.282-427.5987.294-468.83-73.946-468.8357.586-445.15-122.9-445.15102.564-405.16下上4下上3下上2下上1下MNVMNMNVMNMNVMNMNVMNMNV-8.02-610.5-693.3-8.8-693.3-776-7.38-776-858.8-10.7-858.8-941.5-3.02-941.5-4.33-257-293-4.75-293-329-3.99-329-365-5.77-365-401-1.66-401-75.34490.989.63630.89-91.19630.89-108.2893.27-124.8893.27-17.49984.38-180.1984.38-490.9-57.33-89.63-630.8991.19-630.89-64.58-72.95-770.17-770.17-64.69-36.61-893.27-893.27-73.37-984.38-984.38-58.09+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.089.79-1779.7-69.606-108.15-2125.4-2125.4-78.08-86.27-2470-2005.3-79.746-32.384-2792.1-2792.1-84.634-3069.3246.248-3069.3-74.85-115.1-45.3286.802-138.297.984-160.397.21462.858220.04-187.6220.04-16.97248.36-255.8248.3685.31+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0+1.4*1.0-121.16-405.1690.918-358.88-144.88-358.88102.744-313.56-165.92151.21-290.93-195.64-290.93120.802-12.312-312.99-258.14-312.9987.802表2.24柱4非抗震內(nèi)力組合層次987654內(nèi)力MNMNVMNMNVMNMNVMNMNVMNMNVMNMNVMNMNVMNMN恒載①-18.98-94.04-94.04-10.99-5.63-160.9-160.9-4.61-8.48-186.2-186.2-5.89-8.22-252.8-252.8-6.11-6.69-319.2-319.2-3.85-13.54-385.8-385.8-8.49-7.53-411.3-411.3-5.71-9.26-478-478②-7.04-32.05-32.05-4.37-3.5-60.6-60.6-2.66-4.27-73.89-73.89-4.28-102.4-102.4-3.17-3.48-130.8-130.8-1.99-7.18-159.4-159.4-4.48-3.98-172.8-172.8-3.01-4.88-201.3-201.3③-2.32-7.25-12.1-14.71-30.72-8.3291.85-18.4991.85-28.5④-6.88-2.89-2.89-3.28-12.7-9.41-9.41-7.13-16.99-19.9-19.9-10.39-20.63-34.1-34.1-12.62-27.23-52.03-52.03-20.7-10.98-71.48-71.48-6.89-34.79-91.85-91.85-19.03-26.63-113.1-113.1N相應(yīng)的Mmax組合項(xiàng)目值1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.2①+1.4*1.0(②+④)-42.26-161.824.676-161.8-23.9-29.44-291.124.418-291.1-19.24-39.94-354.7-354.7-25.81-44.74-494.4-494.4-29.44-51.02-639-639-36.39-41.67-786.2-786.2-26.11-63.31-864.142.266-864.1-37.71-55.23-1014-1014N相應(yīng)的M組合項(xiàng)目值-108.8-8.596-1.426-179.9-7.328-195.6-9.926-255.6-38.1-310.2-362.9-0.542-15.72-365組合項(xiàng)目值1.2①+1.4*-42.26-161.824.676-161.8-23.9-29.44-291.124.418-291.1-19.24-39.94-354.7-354.7-25.81-44.74-494.4-494.4-29.44-51.02-639-639-36.39-41.67-786.2-786.2-26.11-63.31-864.142.266-864.1-37.71-55.23-1014-101426.34-26.3424.83-24.83-43.4243.4244.2-44.21.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)1.0(②+④)-40.38-39.28-116395.332-1163-48.075.908-1309123.55-1309-53.4848.298-1448235.49-1448-68.62-40.38-39.28-116395.332-1163-48.075.908-1309123.55-1309-53.4848.298-1448235.49-1448-68.6212.79-465.6-71.07-465.629.94-37.32-519.6-88.27-519.623.158-68.5-580.2-230.1-580.2-6.62-8.44-544.6-544.6-5.78-10.01-611.2-611.2-9.67-6.43-677.8-677.8-3.48-3.48-4.45-229.9-229.9-3.04-5.28-258.5-258.5-5.08-3.41-287.1-1.83-287.1-1.83上3下上2下上1下VMNMNVMNMNVMNMNV②③1.2①+1.3②1.27.16-7.1626.6728.056-5.625.62-128.42-113.81-15.3415.34-48.946-9.062-5.625.62-128.42-113.818.04-8.0427.0126.10821.29-21.2936.509-18.845-16.4216.42-229.21-186.52-13.813.8-29.166.72-16.4216.42-229.21-186.5225.72-25.7246.312-20.56-31.3831.38-334.95-253.36-31.3831.38-334.95-253.3629.13-29.1350.385-25.353-49.9149.91-445.49-315.72-49.9149.91-445.49-315.72重力荷載代表值14.47-101-24.2-10113.87.36-173-9.35-1735.9710.73-245-10.2-2457.4710.43-317-11.3-317MNMNVMNMNVMNMNVMNMNV截面98上7下上6下上5下上4下上3下上2下上1下MNMNVMNMNVMNMNVMNMNVMNMNVMNMNVMNMNV-389-4.96-389461.4-13.2461.4-534-10.9-534-606-606-679-9.98-679-751-14.5-751-823-8.49-823-46.29-93.66-13.51-93.6640.03-115.79-28.42-115.79-138.3-40.77-138.3-160.1-77.66-160.1-32.57-178.71-94.01-178.71208.84-192.26-192.26-37.4446.29-29.9-6.7893.6693.66-7.25-40.03-24.45-26.2240.77-23.93-12.11-32.0694.01-27.93-208.84-61.15-52.75-560.48-66.129-560.4844.702431.958-33.343431.95822.70963.883-791.09-50.05-791.0940.70148.558-907.19-67.365-907.1941.40528.955-1022.4-112.93-102