會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu) 設(shè)計計算書_第1頁
會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu) 設(shè)計計算書_第2頁
會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu) 設(shè)計計算書_第3頁
會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu) 設(shè)計計算書_第4頁
會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu) 設(shè)計計算書_第5頁
已閱讀5頁,還剩28頁未讀, 繼續(xù)免費閱讀

下載本文檔

版權(quán)說明:本文檔由用戶提供并上傳,收益歸屬內(nèi)容提供方,若內(nèi)容存在侵權(quán),請進行舉報或認領(lǐng)

文檔簡介

會務(wù)培訓(xùn)中心一期-教學(xué)樓雨棚一鋼結(jié)構(gòu)

設(shè)計計算書計算人:校對人:審核人:日期:目錄TOC\o"1-3"\f0\h\z\u1設(shè)計依據(jù) 12計算簡圖、幾何信息 13荷載與組合 73.1荷載工況 73.2節(jié)點荷載 83.3單元荷載 83.4面荷載 103.5其它荷載 103.6荷載組合 114內(nèi)力位移計算結(jié)果 124.1內(nèi)力 124.1.1最不利內(nèi)力 124.1.2內(nèi)力包絡(luò)及統(tǒng)計 144.2位移 204.2.1組合位移 205設(shè)計驗算結(jié)果 225.1設(shè)計驗算結(jié)果圖及統(tǒng)計表 225.2設(shè)計驗算結(jié)果表 25附錄 31PAGE141設(shè)計依據(jù)《鋼結(jié)構(gòu)設(shè)計標準》(GB50017-2017)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)《建筑抗震設(shè)計規(guī)范》(GB50011-2010)(2016年版)《建筑地基基礎(chǔ)設(shè)計規(guī)范》(GB50007-2011)《鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)范》(GB50936-2014)《鋼管混凝土結(jié)構(gòu)設(shè)計規(guī)程》(CECS28:2012)《矩形鋼管混凝土結(jié)構(gòu)技術(shù)規(guī)程》(CECS159-2004)《鋼結(jié)構(gòu)焊接規(guī)范》(GB50661-2011)《鋼結(jié)構(gòu)高強度螺栓連接技術(shù)規(guī)程》(JGJ82-2011)2計算簡圖、幾何信息計算簡圖(圓表示支座,數(shù)字為節(jié)點號)各單元信息如下表:注:等肢單角鋼的2、3軸分別對應(yīng)u、v軸單元號截面名稱材料名稱長度(m)面積(mm2)繞2軸慣性矩(x104mm4)繞3軸慣性矩(x104mm4)繞2軸計算長度系數(shù)繞3軸計算長度系數(shù)i節(jié)點釋放j節(jié)點釋放1矩150x100x6x6Q235B1.25028564668851.0001.0002矩150x100x6x6Q235B1.25028564668851.0001.0003矩150x100x6x6Q235B1.25028564668851.0001.0004矩150x100x6x6Q235B0.50028564668851.0001.0005矩150x100x6x6Q235B1.25028564668851.0001.0006矩150x100x6x6Q235B0.50028564668851.0001.0007矩150x100x6x6Q235B0.50028564668851.00014.6008矩150x100x6x6Q235B0.50028564668851.00014.6009矩150x100x6x6Q235B0.50028564668851.0001.00010矩150x100x6x6Q235B0.50028564668851.0001.00011矩150x100x6x6Q235B0.60028564668851.0001.00012矩150x100x6x6Q235B0.50028564668851.0001.00013矩150x100x6x6Q235B0.50028564668851.0001.00014矩150x100x6x6Q235B0.50028564668851.0001.00015矩150x100x6x6Q235B0.60028564668851.0001.00016矩150x100x6x6Q235B1.25028564668851.0001.00017矩150x100x6x6Q235B1.25028564668851.0001.00018矩150x100x6x6Q235B1.25028564668851.0001.00019矩150x100x6x6Q235B0.50028564668851.0001.00020矩150x100x6x6Q235B1.25028564668851.0001.00021矩150x100x6x6Q235B1.20028564668851.0001.00022矩150x100x6x6Q235B0.44528564668851.00024.74123矩150x100x6x6Q235B0.68128564668851.00016.14924矩150x100x6x6Q235B0.34728564668851.00031.66425矩150x100x6x6Q235B1.61228564668851.0006.82426矩150x100x6x6Q235B1.61028564668851.0006.83227矩250x100x8x8Q235B0.500534492840521.0001.00028矩150x100x6x6Q235B1.61028564668851.0006.83429矩150x100x6x6Q235B1.61028564668851.0006.83230矩150x100x6x6Q235B1.61228564668851.0006.82431矩150x100x6x6Q235B0.34728564668851.00031.66432矩150x100x6x6Q235B0.44528564668851.00024.74133矩150x100x6x6Q235B0.68128564668851.00016.14934矩150x100x6x6Q235B0.34728564668851.00031.66435矩150x100x6x6Q235B1.61228564668851.0006.82436矩150x100x6x6Q235B1.61028564668851.0006.83237矩150x100x6x6Q235B1.61028564668851.0006.83438矩150x100x6x6Q235B1.61028564668851.0006.83239矩150x100x6x6Q235B1.61228564668851.0006.82440矩150x100x6x6Q235B0.34728564668851.00031.66441矩150x100x6x6Q235B0.44528564668851.00024.74142矩150x100x6x6Q235B0.68128564668851.00016.14943矩150x100x6x6Q235B0.44528564668851.00024.74144矩150x100x6x6Q235B0.68128564668851.00016.14945矩150x100x6x6Q235B0.44528564668851.00024.74146矩150x100x6x6Q235B0.68128564668851.00016.14947矩150x100x6x6Q235B0.34728564668851.00031.66448矩150x100x6x6Q235B1.61228564668851.0006.82449矩150x100x6x6Q235B1.61028564668851.0006.83250矩150x100x6x6Q235B1.61028564668851.0006.83451矩150x100x6x6Q235B1.61028564668851.0006.83252矩150x100x6x6Q235B1.61228564668851.0006.82453矩150x100x6x6Q235B0.34728564668851.00031.66454矩150x100x6x6Q235B0.44528564668851.00024.74155矩150x100x6x6Q235B0.68128564668851.00016.14956矩150x100x6x6Q235B0.44528564668851.00024.74157矩150x100x6x6Q235B0.68128564668851.00016.14958矩150x100x6x6Q235B0.34728564668851.00031.66459矩150x100x6x6Q235B1.61228564668851.0006.82460矩150x100x6x6Q235B1.61028564668851.0006.83261矩150x100x6x6Q235B1.61028564668851.0006.83462矩150x100x6x6Q235B1.61028564668851.0006.83263矩150x100x6x6Q235B1.61228564668851.0006.82464矩150x100x6x6Q235B0.34728564668851.00031.66465矩150x100x6x6Q235B0.44528564668851.00024.74166矩150x100x6x6Q235B0.68128564668851.00016.14967矩150x100x6x6Q235B0.60028564668851.00012.16768矩150x100x6x6Q235B1.25028564668851.0005.84069矩150x100x6x6Q235B1.25028564668851.0005.84070矩150x100x6x6Q235B1.25028564668851.0005.84071矩150x100x6x6Q235B1.25028564668851.0005.84072矩150x100x6x6Q235B1.20028564668851.0006.08373矩150x100x6x6Q235B0.44528564668851.00024.74174矩150x100x6x6Q235B0.68128564668851.00016.14975矩150x100x6x6Q235B0.34728564668851.00031.66476矩150x100x6x6Q235B1.61228564668851.0006.82477矩150x100x6x6Q235B1.61028564668851.0006.83278矩150x100x6x6Q235B1.61028564668851.0006.83479矩150x100x6x6Q235B1.61028564668851.0006.83280矩150x100x6x6Q235B1.61228564668851.0006.82481矩150x100x6x6Q235B0.34728564668851.00031.66482矩150x100x6x6Q235B0.44528564668851.00024.74183矩150x100x6x6Q235B0.68128564668851.00016.14984矩150x100x6x6Q235B0.44528564668851.00024.74185矩150x100x6x6Q235B0.68128564668851.00016.14986矩150x100x6x6Q235B0.44528564668851.00024.74187矩150x100x6x6Q235B0.68128564668851.00016.14988矩150x100x6x6Q235B0.34728564668851.00031.66489矩150x100x6x6Q235B1.61228564668851.0006.82490矩150x100x6x6Q235B1.61028564668851.0006.83291矩150x100x6x6Q235B1.61028564668851.0006.83492矩150x100x6x6Q235B1.61028564668851.0006.83293矩150x100x6x6Q235B1.61228564668851.0006.82494矩150x100x6x6Q235B0.34728564668851.00031.66495矩150x100x6x6Q235B0.60028564668851.0001.00096矩150x100x6x6Q235B1.25028564668851.0001.00097矩150x100x6x6Q235B1.25028564668851.0001.00098矩150x100x6x6Q235B1.25028564668851.0001.00099矩150x100x6x6Q235B1.25028564668851.0001.000100矩150x100x6x6Q235B1.20028564668851.0001.000101矩250x100x8x8Q235B0.600534492840521.0001.000102矩250x100x8x8Q235B1.250534492840521.0001.000103矩250x100x8x8Q235B1.250534492840521.0001.000104矩250x100x8x8Q235B1.250534492840521.0001.000105矩250x100x8x8Q235B1.250534492840521.0001.000106矩250x100x8x8Q235B1.200534492840521.0001.000107矩250x100x8x8Q235B0.160534492840521.0001.000108矩250x100x8x8Q235B0.500534492840521.0001.000109矩250x100x8x8Q235B0.600534492840521.0001.000110矩250x100x8x8Q235B1.250534492840521.0001.000111矩250x100x8x8Q235B1.250534492840521.0001.000112矩250x100x8x8Q235B1.250534492840521.0001.000113矩250x100x8x8Q235B1.250534492840521.0001.000114矩250x100x8x8Q235B1.200534492840521.0001.000115矩250x100x8x8Q235B0.160534492840521.0001.000116矩250x100x8x8Q235B0.681534492840521.0001.653117矩250x100x8x8Q235B0.445534492840521.0002.532118矩250x100x8x8Q235B0.347534492840521.00025.183119矩250x100x8x8Q235B1.612534492840521.0005.427120矩250x100x8x8Q235B1.610534492840521.0005.433121矩250x100x8x8Q235B1.610534492840521.0005.435122矩250x100x8x8Q235B1.610534492840521.0005.433123矩250x100x8x8Q235B1.612534492840521.0005.427124矩250x100x8x8Q235B0.347534492840521.00025.183125矩250x100x8x8Q235B0.445534492840521.0002.532126矩250x100x8x8Q235B0.681534492840521.0001.653127矩150x100x6x6Q235B0.68128564668851.00016.149128矩150x100x6x6Q235B0.44528564668851.00024.741129矩150x100x6x6Q235B0.34728564668851.00031.664130矩150x100x6x6Q235B1.61228564668851.0006.824131矩150x100x6x6Q235B1.61028564668851.0006.832132矩150x100x6x6Q235B1.61028564668851.0006.834133矩150x100x6x6Q235B1.61028564668851.0006.832134矩150x100x6x6Q235B1.61228564668851.0006.824135矩150x100x6x6Q235B0.34728564668851.00031.664136矩150x100x6x6Q235B0.44528564668851.00024.741137矩150x100x6x6Q235B0.68128564668851.00016.149138矩150x100x6x6Q235B0.60028564668851.0001.000139矩150x100x6x6Q235B1.25028564668851.0001.000140矩150x100x6x6Q235B1.25028564668851.0001.000141矩150x100x6x6Q235B1.25028564668851.0001.000142矩150x100x6x6Q235B1.25028564668851.0001.000143矩150x100x6x6Q235B1.20028564668851.0001.000144矩150x100x6x6Q235B0.60028564668851.0001.000145矩150x100x6x6Q235B1.25028564668851.0001.000146矩150x100x6x6Q235B1.25028564668851.0001.000147矩150x100x6x6Q235B1.25028564668851.0001.000148矩150x100x6x6Q235B1.25028564668851.0001.000149矩150x100x6x6Q235B1.20028564668851.0001.000150矩150x100x6x6Q235B0.60028564668851.0001.000151矩150x100x6x6Q235B1.25028564668851.0001.000152矩150x100x6x6Q235B1.25028564668851.0001.000153矩150x100x6x6Q235B1.25028564668851.0001.000154矩150x100x6x6Q235B1.25028564668851.0001.000155矩150x100x6x6Q235B1.20028564668851.0001.000156矩150x100x6x6Q235B0.60028564668851.00012.167157矩150x100x6x6Q235B1.25028564668851.0005.840158矩150x100x6x6Q235B1.25028564668851.0005.840159矩150x100x6x6Q235B1.25028564668851.0005.840160矩150x100x6x6Q235B1.25028564668851.0005.840161矩150x100x6x6Q235B1.20028564668851.0006.083162矩150x100x6x6Q235B0.60028564668851.0001.000163矩150x100x6x6Q235B1.25028564668851.0001.000164矩150x100x6x6Q235B1.25028564668851.0001.000165矩150x100x6x6Q235B1.25028564668851.0001.000166矩150x100x6x6Q235B1.25028564668851.0001.000167矩150x100x6x6Q235B1.20028564668851.0001.000168矩150x100x6x6Q235B0.60028564668851.0001.000169矩150x100x6x6Q235B1.25028564668851.0001.000170矩150x100x6x6Q235B1.25028564668851.0001.000171矩150x100x6x6Q235B1.25028564668851.0001.000172矩150x100x6x6Q235B1.25028564668851.0001.000173矩150x100x6x6Q235B1.20028564668851.0001.000174矩150x100x6x6Q235B1.20028564668851.0001.000175矩250x250x10x10Q235B4.6659600923292321.0391.109176矩250x250x10x10Q235B4.6659600923292321.0391.1093荷載與組合結(jié)構(gòu)重要性系數(shù):1.003.1荷載工況荷載工況匯總表工況號荷載類型荷載說明0恒1活2風(fēng)(1)桿件導(dǎo)荷載列表(力:kN;分布力:kN/m;彎矩:kN.m;分布彎矩:kN.m/m)序號荷載類型工況導(dǎo)荷方式體型系數(shù)面荷載值(基本風(fēng)壓)1恒0雙向桿件--0.502活1雙向桿件--0.503風(fēng)2雙向桿件-2.000.403.2節(jié)點荷載3.3單元荷載1)工況號:0*輸入的面荷載:序號荷載類型導(dǎo)荷方式體型系數(shù)面荷載值(基本風(fēng)壓)kN/m21恒載雙向桿件--0.50面荷載分布圖:面荷載序號1分布圖(紅線表示荷載分配到的單元)2)工況號:1*輸入的面荷載:序號荷載類型導(dǎo)荷方式體型系數(shù)面荷載值(基本風(fēng)壓)kN/m21活載雙向桿件--0.50面荷載分布圖:面荷載序號1分布圖(紅線表示荷載分配到的單元)3)工況號:2*輸入的面荷載:序號荷載類型導(dǎo)荷方式體型系數(shù)面荷載值(基本風(fēng)壓)kN/m21風(fēng)載雙向桿件-2.000.40面荷載分布圖:面荷載序號1分布圖(紅線表示荷載分配到的單元)3.4面荷載3.5其它荷載(1).風(fēng)總信息基本風(fēng)壓:0.40(kN/m2)地面粗糙度:B風(fēng)壓高度變化修正系數(shù)η:1.00風(fēng)荷載計算用阻尼比:0.02風(fēng)荷載參數(shù)高度(m)μz(修正前)ημzβz9.011.001.001.001.309.451.001.001.001.30(2).地震作用規(guī)范:《建筑抗震設(shè)計規(guī)范》(GB50011-2010)(2016年版)地震烈度:6度(0.05g)水平地震影響系數(shù)最大值:0.040計算振型數(shù):9建筑結(jié)構(gòu)阻尼比:0.040特征周期值:0.35地震影響:多遇地震場地類別:Ⅱ類地震分組:第一組周期折減系數(shù):1.00地震力計算方法:振型分解法振型號周期(秒)各振型質(zhì)量參與系數(shù)10.194978.89%0.00%0.00%20.15910.00%0.12%41.39%30.11980.28%0.00%0.00%40.10780.00%4.95%28.88%50.10480.00%35.77%3.16%60.09400.18%0.00%0.00%70.08620.00%8.73%0.02%80.06363.20%0.00%0.00%90.05210.00%0.45%3.00%(3).溫度作用無溫度作用。3.6荷載組合(1)1.30恒載+1.50活載工況1(2)1.30恒載+1.50風(fēng)載工況2(3)1.30恒載+1.50活載工況1+1.50x0.60風(fēng)載工況2(4)1.30恒載+1.50x0.70活載工況1+1.50風(fēng)載工況2(5)1.30恒載+1.50x0.70活載工況1+1.50x0.60風(fēng)載工況2(6)1.30恒載+1.30x0.50活載工況1+1.30水平地震(7)1.00恒載+1.50風(fēng)載工況2(8)1.00恒載+1.00x0.50活載工況1+1.30水平地震4內(nèi)力位移計算結(jié)果4.1內(nèi)力4.1.1最不利內(nèi)力各效應(yīng)組合下最大支座反力設(shè)計值(單位:kN、kN.m)節(jié)點號控制組合號組合序號N1N2N3M1M2M3N1最大7119.61.5-8.70.00.00.0N2最大7119.61.5-8.70.00.00.0N3最大11-62.0-6.233.70.00.00.078合力最大11-62.0-6.233.70.00.00.0N1最小11-62.0-6.233.70.00.00.0N2最小61-49.5-6.527.00.00.00.0N3最小7119.61.5-8.70.00.00.0N1最大1162.0-6.233.70.00.00.0N2最大71-19.61.5-8.70.00.00.0N3最大1162.0-6.233.70.00.00.082合力最大1162.0-6.233.70.00.00.0N1最小71-19.61.5-8.70.00.00.0N2最小6249.5-6.527.00.00.00.0N3最小71-19.61.5-8.70.00.00.0N1最大712.8-1.5-6.32.35.20.1N2最大11-10.96.254.3-9.5-20.7-0.7N3最大11-10.96.254.3-9.5-20.7-0.7M1最大712.8-1.5-6.32.35.20.1M2最大712.8-1.5-6.32.35.20.1M3最大712.8-1.5-6.32.35.20.199合力最大11-10.96.254.3-9.5-20.7-0.7N1最小11-10.96.254.3-9.5-20.7-0.7N2最小712.8-1.5-6.32.35.20.1N3最小712.8-1.5-6.32.35.20.1M1最小11-10.96.254.3-9.5-20.7-0.7M2最小11-10.96.254.3-9.5-20.7-0.7M3最小11-10.96.254.3-9.5-20.7-0.7N1最大1110.96.254.3-9.520.70.7N2最大1110.96.254.3-9.520.70.7N3最大1110.96.254.3-9.520.70.7M1最大71-2.8-1.5-6.32.3-5.2-0.1M2最大1110.96.254.3-9.520.70.7M3最大1110.96.254.3-9.520.70.7100合力最大1110.96.254.3-9.520.70.7N1最小71-2.8-1.5-6.32.3-5.2-0.1N2最小71-2.8-1.5-6.32.3-5.2-0.1N3最小71-2.8-1.5-6.32.3-5.2-0.1M1最小1110.96.254.3-9.520.70.7M2最小71-2.8-1.5-6.32.3-5.2-0.1M3最小71-2.8-1.5-6.32.3-5.2-0.1各效應(yīng)組合下最大支座反力標準值(單位:kN、kN.m)節(jié)點號控制組合號組合序號N1N2N3M1M2M3N1最大213.6-0.0-0.30.00.00.0N2最大213.6-0.0-0.30.00.00.0N3最大11-45.2-4.524.70.00.00.078合力最大11-45.2-4.524.70.00.00.0N1最小11-45.2-4.524.70.00.00.0N2最小61-38.1-5.020.80.00.00.0N3最小213.6-0.0-0.30.00.00.0N1最大1145.2-4.524.70.00.00.0N2最大21-3.6-0.0-0.30.00.00.0N3最大1145.2-4.524.70.00.00.082合力最大1145.2-4.524.70.00.00.0N1最小21-3.6-0.0-0.30.00.00.0N2最小6238.1-5.020.80.00.00.0N3最小21-3.6-0.0-0.30.00.00.0N1最大210.10.05.4-0.10.2-0.1N2最大11-8.04.540.0-7.0-15.1-0.5N3最大11-8.04.540.0-7.0-15.1-0.5M1最大210.10.05.4-0.10.2-0.1M2最大210.10.05.4-0.10.2-0.1M3最大210.10.05.4-0.10.2-0.199合力最大11-8.04.540.0-7.0-15.1-0.5N1最小11-8.04.540.0-7.0-15.1-0.5N2最小210.10.05.4-0.10.2-0.1N3最小210.10.05.4-0.10.2-0.1M1最小11-8.04.540.0-7.0-15.1-0.5M2最小11-8.04.540.0-7.0-15.1-0.5M3最小61-7.13.734.3-5.7-14.1-0.5N1最大118.04.540.0-7.015.10.5N2最大118.04.540.0-7.015.10.5N3最大118.04.540.0-7.015.10.5M1最大21-0.10.05.4-0.1-0.20.1M2最大118.04.540.0-7.015.10.5M3最大627.13.734.3-5.714.10.5100合力最大118.04.540.0-7.015.10.5N1最小21-0.10.05.4-0.1-0.20.1N2最小21-0.10.05.4-0.1-0.20.1N3最小21-0.10.05.4-0.1-0.20.1M1最小118.04.540.0-7.015.10.5M2最小21-0.10.05.4-0.1-0.20.1M3最小21-0.10.05.4-0.1-0.20.14.1.2內(nèi)力包絡(luò)及統(tǒng)計按軸力N最大顯示構(gòu)件顏色(kN)軸力N最大的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31141110.00034.20.5-0.70.20.3-1.8218110.00034.20.50.7-0.2-0.3-1.8317110.00032.22.1-1.60.11.0-0.0按軸力N最小顯示構(gòu)件顏色(kN)軸力N最小的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31175114.665-54.310.96.2-0.79.5-20.72176114.665-54.3-10.96.20.79.520.732110.000-45.00.50.3-0.3-0.4-2.5按彎矩M2最大顯示構(gòu)件顏色(kN.m)彎矩M2最大的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31115110.000-6.2-33.6-62.00.09.9-5.42175114.665-54.310.96.2-0.79.5-20.73176114.665-54.3-10.96.20.79.520.7按彎矩M2最小顯示構(gòu)件顏色(kN.m)彎矩M2最小的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31175110.000-49.810.96.2-0.7-19.330.22176110.000-49.8-10.96.20.7-19.3-30.23107110.000-6.2-33.662.0-0.0-9.9-5.4按彎矩M3最大顯示構(gòu)件顏色(kN.m)彎矩M3最大的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31175110.000-49.810.96.2-0.7-19.330.22124110.347-7.2-26.27.1-1.01.126.83118110.000-7.226.2-7.11.01.126.8按彎矩M3最小顯示構(gòu)件顏色(kN.m)彎矩M3最小的前3個單元的內(nèi)力(單位:m,kN,kN.m)序號單元號組合號組合序位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31176110.000-49.8-10.96.20.7-19.3-30.22175114.665-54.310.96.2-0.79.5-20.73121110.8053.3-0.0-0.00.0-0.2-15.04.2位移4.2.1組合位移最大正位移組合1:Uz(mm)最大負位移組合1:Uz(mm)5設(shè)計驗算結(jié)果本工程有1種材料:Q235B:彈性模量:2.06*105N/mm2;泊松比:0.30;線膨脹系數(shù):1.20*10-5;質(zhì)量密度:7850kg/m3。5.1設(shè)計驗算結(jié)果圖及統(tǒng)計表根據(jù)計算分析模型,進行規(guī)范檢驗,檢驗結(jié)果表明,結(jié)構(gòu)能夠滿足承載力計算要求,應(yīng)力比最大值為0.49。下圖為模型總體應(yīng)力比分布圖:桿件應(yīng)力比分布圖按“強度應(yīng)力比”顯示構(gòu)件顏色“強度應(yīng)力比”最大的前3個單元的驗算結(jié)果(所在組合號/情況號)序號單元號強度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比繞2軸長細比繞3軸長細比結(jié)果11280.471(1/1)0.1770.1720.0210.19411198滿足21360.471(1/1)0.1770.1720.0210.19411198滿足31730.413(1/1)0.1720.1880.0330.0703022滿足按“強度應(yīng)力比”統(tǒng)計結(jié)果表范圍>1.001.00~0.900.90~0.700.70~0.500.50~0.04單元數(shù)0000176百分比0.0%0.0%0.0%0.0%100.0%按“繞2軸應(yīng)力比”顯示構(gòu)件顏色“繞2軸整體穩(wěn)定應(yīng)力比”最大的前3個單元的驗算結(jié)果(所在組合號/情況號)序號單元號強度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比繞2軸長細比繞3軸長細比結(jié)果11240.3990.242(1/1)0.3860.0670.0418100滿足21180.3990.242(1/1)0.3860.0670.0418100滿足31090.3370.219(1/1)0.2870.0580.061147滿足按“繞2軸整體穩(wěn)定應(yīng)力比”統(tǒng)計結(jié)果表范圍>1.001.00~0.900.90~0.700.70~0.500.50~0.01單元數(shù)0000176百分比0.0%0.0%0.0%0.0%100.0%按“繞3軸應(yīng)力比”顯示構(gòu)件顏色“繞3軸整體穩(wěn)定應(yīng)力比”最大的前3個單元的驗算結(jié)果(所在組合號/情況號)序號單元號強度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比繞2軸長細比繞3軸長細比結(jié)果11290.3890.2130.489(1/1)0.0050.2019198滿足21350.3890.2130.489(1/1)0.0050.2019198滿足31240.3990.2420.386(1/1)0.0670.0418100滿足按“繞3軸整體穩(wěn)定應(yīng)力比”統(tǒng)計結(jié)果表范圍>1.001.00~0.900.90~0.700.70~0.500.50~0.02單元數(shù)0000176百分比0.0%0.0%0.0%0.0%100.0%5.2設(shè)計驗算結(jié)果表設(shè)計驗算結(jié)果表(強度和整體穩(wěn)定)單元號強度繞2軸整體穩(wěn)定繞3軸整體穩(wěn)定沿2軸抗剪應(yīng)力比沿3軸抗剪應(yīng)力比繞2軸長細比繞3軸長細比結(jié)果10.2540.1760.2020.0110.0213122滿足20.1860.1630.1820.0030.0033122滿足30.2240.1650.1880.0130.0153122滿足40.1080.0580.0520.0180.046129滿足50.2240.1150.1450.0220.0273122滿足60.1170.0570.0730.0130.036129滿足70.0710.0570.0680.0150.01112131滿足80.0710.0570.0680.0150.01112131滿足90.1170.0570.0730.0130.036129滿足100.1650.0810.1190.0330.035129滿足110.2470.1500.1930.0360.0471511滿足120.0780.0310.0310.0110.029129滿足130.1080.0580.0520.0180.046129滿足140.0780.0310.0310.0110.029129滿足150.1750.0610.0630.0140.0451511滿足160.1920.0550.0450.0140.0273122滿足170.1830.0470.0450.0110.0123122滿足180.1520.0380.0370.0030.0053122滿足190.1650.0810.1190.0330.035129滿足200.2350.0630.0780.0100.0233122滿足210.2990.1170.1350.0220.0503022滿足220.1560.0710.1260.0050.06411198滿足230.1260.0400.0620.0030.05117198滿足240.3290.1490.3100.0060.1509198滿足250.2210.1300.3020.0190.01440198滿足260.1770.1140.2840.0130.00740198滿足270.0370.0180.0170.0050.024126滿足280.1580.1170.2970.0050.00140198滿足290.1770.1140.2840.0130.00740198滿足300.2210.1300.3020.0190.01440198滿足310.3290.1490.3100.0060.1509198滿足320.1160.0300.0440.0090.03011198滿足330.0710.0120.0170.0020.02617198滿足340.1550.0550.1030.0140.0039198滿足350.1990.0600.1080.0160.00940198滿足360.1790.0450.0940.0110.00340198滿足370.1710.0440.0980.0030.00040198滿足380.1790.0450.0940.0110.00340198滿足390.1990.0600.1080.0160.00940198滿足400.1550.0550.1030.0140.0039198滿足410.1160.0300.0440.0090.03011198滿足420.0710.0120.0170.0020.02617198滿足430.2720.1110.1620.0100.12111198滿足440.1680.0700.0840.0080.06917198滿足450.2970.1120.1790.0040.16011198滿足460.2870.0790.1070.0040.12317198滿足470.2170.0760.1730.0040.1499198滿足480.1640.0730.1850.0090.02340198滿足490.1140.0650.1870.0080.01140198滿足500.0820.0680.2010.0060.00240198滿足510.1140.0650.1870.0080.01140198滿足520.1640.0730.1850.0090.02340198滿足530.2170.0760.1730.0040.1499198滿足540.2970.1120.1790.0040.16011198滿足550.2870.0790.1070.0040.12317198滿足560.1560.0710.1260.0050.06411198滿足570.1260.0400.0620.0030.05117198滿足580.1350.0720.1790.0080.0509198滿足590.1190.0650.1800.0110.01140198滿足600.1030.0700.1930.0090.00540198滿足610.0990.0770.2080.0060.00240198滿足620.1030.0700.1930.0090.00540198滿足630.1190.0650.1800.0110.01140198滿足640.1350.0720.1790.0080.0509198滿足650.3350.1430.2330.0330.13711198滿足660.1960.0590.0820.0090.08017198滿足670.0780.0430.0670.0070.01015131滿足680.0880.0490.0810.0150.00531131滿足690.1210.0770.1260.0090.00331131滿足700.1330.0850.1410.0050.00331131滿足710.1450.0870.1400.0110.00531131滿足720.1180.0630.0970.0160.00930131滿足730.1180.0560.1160.0050.04011198滿足740.0550.0270.0510.0040.01617198滿足750.1470.0750.1850.0100.0539198滿足760.0790.0610.1760.0130.00240198滿足770.1000.0750.1990.0100.00240198滿足780.1160.0860.2200.0060.00140198滿足790.1000.0750.1990.0100.00240198滿足800.0790.0610.1760.0130.00240198滿足810.1470.0750.1850.0100.0539198滿足820.2720.1110.1620.0100.12111198滿足830.1680.0700.0840.0080.06917198滿足840.3350.1430.2330.0330.13711198滿足850.1960.0590.0820.0090.08017198滿足860.1180.0560.1160.0050.04011198滿足870.0550.0270.0510.0040.01617198滿足880.2720.1140.2140.0120.1409198滿足890.1440.0840.1810.0160.01140198滿足900.1380.0850.1860.0120.00540198滿足910.1310.0920.2030.0060.00140198滿足920.1380.0850.1860.0120.00540198滿足930.1440.0840.1810.0160.01140198滿足940.2720.1140.2140.0120.1409198滿足950.1580.0880.1130.0150.0311511滿足960.1320.0630.0920.0190.0133122滿足970.1360.0960.1240.0100.0063122滿足980.1360.0990.1290.0040.0043122滿足990.1790.1100.1430.0110.0143122滿足1000.2020.0910.1280.0190.0303022滿足1010.3370.2190.2870.0580.061147滿足1020.2170.1050.1480.0340.0373014滿足1030.2240.1430.1860.0170.0213014滿足1040.1780.1330.1730.0030.0023014滿足1050.2500.1540.2000.0140.0293014滿足1060.2540.1380.1730.0230.0402914滿足1070.3160.1930.1920.0860.35542滿足1080.0370.0180.0170.0050.024126滿足1090.3370.2190.2870.0580.061147滿足1100.2170.1050.1480.0340.0373014滿足1110.2240.1430.1860.0170.0213014滿足1120.1780.1330.1730.0030.0023014滿足1130.2500.1540.2000.0140.0293014滿足1140.2540.138

溫馨提示

  • 1. 本站所有資源如無特殊說明,都需要本地電腦安裝OFFICE2007和PDF閱讀器。圖紙軟件為CAD,CAXA,PROE,UG,SolidWorks等.壓縮文件請下載最新的WinRAR軟件解壓。
  • 2. 本站的文檔不包含任何第三方提供的附件圖紙等,如果需要附件,請聯(lián)系上傳者。文件的所有權(quán)益歸上傳用戶所有。
  • 3. 本站RAR壓縮包中若帶圖紙,網(wǎng)頁內(nèi)容里面會有圖紙預(yù)覽,若沒有圖紙預(yù)覽就沒有圖紙。
  • 4. 未經(jīng)權(quán)益所有人同意不得將文件中的內(nèi)容挪作商業(yè)或盈利用途。
  • 5. 人人文庫網(wǎng)僅提供信息存儲空間,僅對用戶上傳內(nèi)容的表現(xiàn)方式做保護處理,對用戶上傳分享的文檔內(nèi)容本身不做任何修改或編輯,并不能對任何下載內(nèi)容負責(zé)。
  • 6. 下載文件中如有侵權(quán)或不適當(dāng)內(nèi)容,請與我們聯(lián)系,我們立即糾正。
  • 7. 本站不保證下載資源的準確性、安全性和完整性, 同時也不承擔(dān)用戶因使用這些下載資源對自己和他人造成任何形式的傷害或損失。

評論

0/150

提交評論