四層框架綜合樓基礎(chǔ)計(jì)算書(shū)

概述概況綜合樓主體采用四層混凝土框架結(jié)構(gòu)，基礎(chǔ)除地下室以外均采用柱下獨(dú)立基礎(chǔ)，地下室底板按筏基設(shè)計(jì)，地基承載力標(biāo)準(zhǔn)值為500KPa。該工程場(chǎng)區(qū)的抗震設(shè)防烈度為7度，設(shè)計(jì)基本地震加速度值為0.15g，設(shè)計(jì)地震分組為第一組，建筑場(chǎng)地類(lèi)型為Ⅱ類(lèi)場(chǎng)地。本工程安全等級(jí)為二級(jí)，設(shè)計(jì)使用年限為50年。本工程計(jì)算采用中國(guó)建筑科學(xué)研究院的PKPM（2006年新規(guī)范版）程序中的SATWE模塊進(jìn)行結(jié)構(gòu)計(jì)算。計(jì)算依據(jù)的標(biāo)準(zhǔn)規(guī)程規(guī)范1，《建筑結(jié)構(gòu)可靠度設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》（GB50068-2001）2，《建筑結(jié)構(gòu)荷載規(guī)范》（GB50009-2006年版）3，《混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范》（GB50010-2002）4，《建筑抗震設(shè)計(jì)規(guī)范》（GB50011-2001）5，《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》（GB50007-2002）6，《北京地區(qū)建筑地基基礎(chǔ)勘察設(shè)計(jì)規(guī)范》（DBJ01-501-92）三、設(shè)計(jì)基本資料1，北京國(guó)電水利電力工程有限公司提供的《巖土工程勘察報(bào)告》2，北京合縱科技公司綜合樓建筑圖3，地面粗糙度B類(lèi)，風(fēng)荷載：0.45kN/m24，地震設(shè)防烈度7度，設(shè)計(jì)地震分組：第一組0.5，材料強(qiáng)度等級(jí)混凝土：現(xiàn)澆梁板柱：C30；基礎(chǔ)：C30；基礎(chǔ)墊層：C10鋼筋：HRB400級(jí)鋼筋四、計(jì)算本工程結(jié)構(gòu)計(jì)算采用中國(guó)建筑科學(xué)研究院開(kāi)發(fā)的PKPM軟件——SATWE、JCCAD（2006版）結(jié)構(gòu)計(jì)算軟件計(jì)算。獨(dú)立基礎(chǔ)在實(shí)際配筋時(shí)，在保證基礎(chǔ)安全的前提下，對(duì)基礎(chǔ)進(jìn)行了歸并。五、計(jì)算成果可靠性驗(yàn)證經(jīng)過(guò)對(duì)部分構(gòu)件與同類(lèi)工程進(jìn)行對(duì)比，計(jì)算成果是可靠的。附件1：獨(dú)基計(jì)算文件+++JCCAD計(jì)算結(jié)果文件++++工程名稱:1++計(jì)算日期:2009-10-9++計(jì)算時(shí)間:14:16:59.32++計(jì)算內(nèi)容:+++荷載代碼Load荷載組合公式368SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*活369SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*風(fēng)x370SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*風(fēng)y371SATWE標(biāo)準(zhǔn)組合:1.00*恒-1.00*風(fēng)x372SATWE標(biāo)準(zhǔn)組合:1.00*恒-1.00*風(fēng)y377SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*活+0.60*1.00*風(fēng)x378SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*活-0.60*1.00*風(fēng)x379SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*活+0.60*1.00*風(fēng)y380SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*活-0.60*1.00*風(fēng)y381SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*風(fēng)x+0.70*1.00*活382SATWE標(biāo)準(zhǔn)組合:1.00*恒-1.00*風(fēng)x+0.70*1.00*活383SATWE標(biāo)準(zhǔn)組合:1.00*恒+1.00*風(fēng)y+0.70*1.00*活384SATWE標(biāo)準(zhǔn)組合:1.00*恒-1.00*風(fēng)y+0.70*1.00*活441SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)+1.00*地x+0.38*豎地442SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)-1.00*地x+0.38*豎地443SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)+1.00*地y+0.38*豎地444SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)-1.00*地y+0.38*豎地445SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)+0.20*1.00*風(fēng)x+1.00*地x+0.38*豎地446SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)+0.20*1.00*風(fēng)y+1.00*地y+0.38*豎地447SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)-0.20*1.00*風(fēng)x-1.00*地x+0.38*豎地448SATWE標(biāo)準(zhǔn)組合:1.00*(恒+0.50*活)-0.20*1.00*風(fēng)y-1.00*地y+0.38*豎地481SATWE準(zhǔn)永久組合:1.00*恒+0.50*活482SATWE基本組合:1.20*恒+1.40*活483SATWE基本組合:1.35*恒+0.70*1.40*活484SATWE基本組合:1.20*恒+1.40*風(fēng)x485SATWE基本組合:1.20*恒+1.40*風(fēng)y486SATWE基本組合:1.20*恒-1.40*風(fēng)x487SATWE基本組合:1.20*恒-1.40*風(fēng)y492SATWE基本組合:1.20*恒+1.40*活+0.60*1.40*風(fēng)x493SATWE基本組合:1.20*恒+1.40*活-0.60*1.40*風(fēng)x494SATWE基本組合:1.20*恒+1.40*活+0.60*1.40*風(fēng)y495SATWE基本組合:1.20*恒+1.40*活-0.60*1.40*風(fēng)y496SATWE基本組合:1.20*恒+1.40*風(fēng)x+0.70*1.40*活497SATWE基本組合:1.20*恒-1.40*風(fēng)x+0.70*1.40*活498SATWE基本組合:1.20*恒+1.40*風(fēng)y+0.70*1.40*活499SATWE基本組合:1.20*恒-1.40*風(fēng)y+0.70*1.40*活556SATWE基本組合:1.20*(恒+0.50*活)+1.30*地x+0.50*豎地557SATWE基本組合:1.20*(恒+0.50*活)-1.30*地x+0.50*豎地558SATWE基本組合:1.20*(恒+0.50*活)+1.30*地y+0.50*豎地559SATWE基本組合:1.20*(恒+0.50*活)-1.30*地y+0.50*豎地560SATWE基本組合:1.20*(恒+0.50*活)+0.20*1.40*風(fēng)x+1.30*地x+0.50*豎地561SATWE基本組合:1.20*(恒+0.50*活)+0.20*1.40*風(fēng)y+1.30*地y+0.50*豎地562SATWE基本組合:1.20*(恒+0.50*活)-0.20*1.40*風(fēng)x-1.30*地x+0.50*豎地563SATWE基本組合:1.20*(恒+0.50*活)-0.20*1.40*風(fēng)y-1.30*地y+0.50*豎地計(jì)算獨(dú)基時(shí)[不考慮]獨(dú)基范圍內(nèi)的線荷載獨(dú)基底板最小配筋率:0.150%北京地區(qū)建筑地基基礎(chǔ)勘察設(shè)計(jì)規(guī)范DBJ01-501-92--綜合法符號(hào)說(shuō)明:fak:地基承載力特征值fa:修正后的承載力特征值(地震荷載組合:faE)q:用于地基承載力特征值修正的基礎(chǔ)埋深Pt:平均覆土壓強(qiáng)(包括基礎(chǔ)自重)fy:計(jì)算底板鋼筋時(shí)采用的抗拉設(shè)計(jì)強(qiáng)度Load:荷載代碼Mx':相對(duì)于基礎(chǔ)底面形心的繞x軸彎矩標(biāo)準(zhǔn)組合值My':相對(duì)于基礎(chǔ)底面形心的繞y軸彎矩標(biāo)準(zhǔn)組合值N':相對(duì)于基礎(chǔ)底面形心的軸力標(biāo)準(zhǔn)組合值Pmax:該組合下最大基底反力Pmin:該組合下最小基底反力S:基礎(chǔ)底面長(zhǎng)B:基礎(chǔ)底面寬M1:底板x向配筋計(jì)算用彎矩設(shè)計(jì)值M2:底板y向配筋計(jì)算用彎矩設(shè)計(jì)值A(chǔ)Gx:底板x向全截面配筋面積AGy:底板y向全截面配筋面積節(jié)點(diǎn)號(hào)=1C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)445-31.22-60.74111.3189.480.17600.0023112311柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.557X+97.118.8122.1270.500.482X-36.46.075.2200.500.563Y+94.114.2122.1270.500.482Y-36.46.475.2200.基礎(chǔ)各階尺寸:No:SBH1240024003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)56270.040686.26456366.790654.422x實(shí)配:Φ12@150(0.15%)y實(shí)配:Φ12@150(0.15%)節(jié)點(diǎn)號(hào)=4C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44687.6318.96170.38117.250.02600.0022172217柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.557X+109.130.5136.9290.500.556X-66.83.387.8220.500.559Y+101.122.7129.4280.500.558Y-82.101.3107.9250.基礎(chǔ)各階尺寸:No:SBH1240024003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)56278.705771.16956374.896733.845x實(shí)配:Φ12@150(0.15%)y實(shí)配:Φ12@150(0.15%)節(jié)點(diǎn)號(hào)=5C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)445172.912470.021241.70117.730.08600.0079654465柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)4000.556X+106.463.9470.2620.4000.557X-66.303.3308.3480.4000.558Y+93.995.21030.0360.4000.559Y-58.648.5681.5260.基礎(chǔ)各階尺寸:No:SBH18000450040024100600400柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560828.8755847.439561965.6676904.524x實(shí)配:Φ16@200(0.16%)y實(shí)配:Φ16@180(0.16%)節(jié)點(diǎn)號(hào)=6C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44692.250.72398.60534.361.04600.0012781278柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.483X+260.81.787.8220.500.556X-300.91.694.4230.500.482Y+173.57.075.2200.500.561Y-499.124.8136.9290.600.482X+249.71.586.7200.600.560X-302.84.093.7210.600.482Y+163.46.986.7200.600.558Y-492.118.0123.3250.基礎(chǔ)各階尺寸:No:SBH11400140030026006002003600600100柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)56026.586319.70056141.412497.985x實(shí)配:Φ12@150(0.16%)y實(shí)配:Φ12@150(0.16%)節(jié)點(diǎn)號(hào)=9C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)380-69.201.19527.36479.28141.37400.0013571357柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.483X+345.99.3107.9250.500.560X-376.104.6114.9260.500.559Y+625.143.7152.3310.500.558Y-271.85.187.8220.600.483X+345.92.9100.9220.600.560X-376.97.5108.2230.600.563Y+635.132.8147.2280.600.482Y-222.63.886.7200.基礎(chǔ)各階尺寸:No:SBH11400140030026006002003600600100柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)56033.329400.77756352.900636.123x實(shí)配:Φ12@150(0.16%)y實(shí)配:Φ12@150(0.16%)節(jié)點(diǎn)號(hào)=17C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)445-25.87-98.66201.90125.350.02600.0022842284柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.557X+111.133.1136.9290.500.556X-96.116.5122.1270.500.559Y+96.116.6122.1270.500.561Y-107.128.8136.9290.基礎(chǔ)各階尺寸:No:SBH1240024003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)56281.763801.12456178.474768.896x實(shí)配:Φ12@150(0.15%)y實(shí)配:Φ12@150(0.15%)節(jié)點(diǎn)號(hào)=19C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44696.14-10.57366.73365.190.38600.0015191519柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.562X+146.167.7176.6340.500.556X-127.149.5152.3310.500.563Y+156.177.0185.0350.500.561Y-130.151.5160.3320.基礎(chǔ)各階尺寸:No:SBH1240024003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562109.2161070.120563115.2071128.814x實(shí)配:Φ12@150(0.15%)y實(shí)配:Φ12@150(0.15%)節(jié)點(diǎn)號(hào)=21C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44532.04376.56766.01269.040.11600.0026312631柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+176.356.7362.6530.500.557X-214.416.9420.8580.500.558Y+217.420.6432.9590.500.559Y-162.332.1340.4510.基礎(chǔ)各階尺寸:No:SBH1320032003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562414.3664060.023561426.3144177.095x實(shí)配:Φ16@200(0.21%)y實(shí)配:Φ16@200(0.21%)節(jié)點(diǎn)號(hào)=22C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44750.74-341.38527.40156.870.27600.0031083108柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+176.356.2362.6530.500.562X-142.298.0308.3480.500.561Y+133.282.6287.6460.500.563Y-175.355.4362.6530.基礎(chǔ)各階尺寸:No:SBH1320032003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560331.7443250.483563328.2793216.525x實(shí)配:Φ16@200(0.21%)y實(shí)配:Φ16@200(0.21%)節(jié)點(diǎn)號(hào)=24C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44528.30373.151057.76539.100.11600.0020752075柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+596.348.0351.5520.500.557X-638.354.0374.0540.500.558Y+586.342.2351.5520.500.563Y-639.354.5374.0540.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562288.7482829.199563287.3142815.152x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=26C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)445-4.53358.78472.05145.990.07600.0031023102柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+138.291.9297.9470.500.557X-176.357.4362.6530.500.561Y+176.356.5362.6530.500.563Y-127.271.0277.5450.基礎(chǔ)各階尺寸:No:SBH1320032003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562329.9453232.857561328.5213218.904x實(shí)配:Φ16@200(0.21%)y實(shí)配:Φ16@200(0.21%)節(jié)點(diǎn)號(hào)=27C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)44721.17-210.62729.76532.430.22600.0017351735柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+404.274.8277.5450.500.557X-370.256.6267.6440.500.558Y+330.237.3248.2420.500.563Y-437.285.7297.9470.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560188.0131842.181563199.4801954.541x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=29C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)37720.2523.831507.19430.75365.35400.0020072007柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.560X+719.377.5397.1560.500.557X-584.341.3351.5520.500.558Y+570.332.9351.5520.500.563Y-725.380.7397.1560.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560330.1553234.907563332.1993254.936x實(shí)配:Φ16@180(0.23%)y實(shí)配:Φ16@180(0.23%)節(jié)點(diǎn)號(hào)=30C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)447-29.12-324.15528.46173.480.02600.0029022902柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.560X+195.385.6397.1560.500.557X-136.287.2297.9470.500.561Y+201.395.6408.9570.500.563Y-137.288.7297.9470.基礎(chǔ)各階尺寸:No:SBH1320032003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560370.5433630.636561381.3413736.442x實(shí)配:Φ16@200(0.21%)y實(shí)配:Φ16@200(0.21%)節(jié)點(diǎn)號(hào)=35C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)38064.193.021167.69472.44325.64400.0017641764柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+438.286.3297.9470.500.557X-459.293.9308.3480.500.561Y+416.277.3287.6460.500.559Y-483.302.8318.8490.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562215.0252106.844563227.6702230.743x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=37C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)368-24.571.501841.72412.72384.06400.0022172217柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+235.447.2457.6610.500.557X-243.458.0470.2620.500.558Y+244.461.3470.2620.500.559Y-244.461.1470.2620.基礎(chǔ)各階尺寸:No:SBH1320032003002600600350柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562489.7374391.866563496.5904453.323x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=38C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)379-34.430.68932.81452.49345.16400.0015771577柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+403.274.3277.5450.500.557X-358.252.6257.8430.500.558Y+418.279.0287.6460.500.563Y-371.257.0267.6440.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)560187.6771838.891561197.2361932.548x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=43C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)384106.00-39.281323.48479.13251.05400.0019691969柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+539.322.5340.4510.500.557X-650.360.6374.0540.500.558Y+550.328.9340.4510.500.559Y-648.359.7374.0540.基礎(chǔ)各階尺寸:No:SBH1210021003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562298.0272920.115563301.9552958.602x實(shí)配:Φ16@200(0.20%)y實(shí)配:Φ16@200(0.20%)節(jié)點(diǎn)號(hào)=45C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)38032.87-59.042184.94439.17360.49400.0024112411柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+279.508.8522.0660.500.557X-321.561.6576.2700.500.558Y+310.548.7562.4690.500.559Y-321.561.6576.2700.基礎(chǔ)各階尺寸:No:SBH1320032003002600600400柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562636.8455264.924563643.3025318.307x實(shí)配:Φ14@130(0.22%)y實(shí)配:Φ14@130(0.22%)節(jié)點(diǎn)號(hào)=46C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)448324.42-29.31841.21389.520.48600.0022172217柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)500.556X+160.329.6340.4510.500.557X-209.408.4420.8580.500.561Y+220.426.0432.9590.500.563Y-175.353.9362.6530.基礎(chǔ)各階尺寸:No:SBH1320032003002600600300柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562405.6013974.146561422.7264141.939x實(shí)配:Φ16@200(0.21%)y實(shí)配:Φ16@200(0.21%)節(jié)點(diǎn)號(hào)=51C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-m)My'(kN-m)N(kN)Pmax(kPa)Pmin(kPa)fa(kPa)S(mm)B(mm)447247.46-2443.451522.39144.140.12600.0076394139柱下獨(dú)立基礎(chǔ)沖切計(jì)算：at(mm)load方向p_(kPa)沖切力(kN)抗力(kN)H(mm)4000.556X+83.323.5329.6500.4000.557X-130.481.4495.8640.4000.558Y+73.722.4750.0280.4000.559Y-115.1079.91101.5380.基礎(chǔ)各階尺寸:No:SBH17700420040024100600350柱下獨(dú)立基礎(chǔ)底板配筋計(jì)算：loadM1(kNm)AGx(mm*mm)loadM2(kNm)AGy(mm*mm)562841.0376357.042563978.2747501.522x實(shí)配:Φ16@180(0.19%)y實(shí)配:Φ16@200(0.15%)節(jié)點(diǎn)號(hào)=53C20.0fak(kPa)=400.0q(m)=1.20Pt=24.0kPafy=210mPaLoadMx'(kN-