連廊一結(jié)構(gòu)計(jì)算書項(xiàng)目編號:項(xiàng)目名稱: 森林小學(xué)改擴(kuò)建項(xiàng)目計(jì)算人: 專業(yè)負(fù)責(zé)人: 校核人: 目 錄1. 設(shè)計(jì)依據(jù) 2. 計(jì)算軟件信息 3. 結(jié)構(gòu)模型概況 1. 結(jié)構(gòu)總體信息 2. 截面信息 3. 節(jié)點(diǎn)信息 4. 構(gòu)件信息 4. 約束信息 5. 荷載信息 1. 工況與組合 6. 內(nèi)力信息 1. 設(shè)計(jì)內(nèi)力 7. 支座反力信息 1. 目標(biāo)組合支座反力 8. 構(gòu)件驗(yàn)算信息 1. 應(yīng)力比和長細(xì)比 2. 應(yīng)力比云圖 3. 應(yīng)力比統(tǒng)計(jì) 9. 結(jié)構(gòu)撓跨比 10. 振型周期 11. 屈曲因子 12. 結(jié)構(gòu)示意圖/云圖 1. 約束示意圖 2. 點(diǎn)荷載示意圖 3. 線荷載示意圖 4. 溫度作用示意圖 5. 吊車荷載示意圖 6. 單工況內(nèi)力云圖 7. 設(shè)計(jì)內(nèi)力云圖 8. 單工況位移云圖 1. 設(shè)計(jì)依據(jù)本工程按照如下規(guī)范、規(guī)程進(jìn)行設(shè)計(jì):1.《空間網(wǎng)格結(jié)構(gòu)技術(shù)規(guī)程》(JGJ7-2010)2.《鋼結(jié)構(gòu)設(shè)計(jì)標(biāo)準(zhǔn)》(GB50017-2017)3.《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)4.《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)5.《工程結(jié)構(gòu)通用規(guī)范》(GB55001-2021)6.《建筑與市政工程抗震通用規(guī)范》(GB55002-2021)7.《鋼結(jié)構(gòu)通用規(guī)范》(GB55006-2021)2. 計(jì)算軟件信息1.本工程計(jì)算軟件為PKPM鋼結(jié)構(gòu)設(shè)計(jì)軟件。

2.計(jì)算時間為 2023年 12月 25日 14時28分59秒3. 結(jié)構(gòu)模型概況1. 結(jié)構(gòu)總體信息（一）總信息構(gòu)件自重(kg)10364混凝土密度(kg/m3)2500鋼材密度(kg/m3)7850構(gòu)件總數(shù)106節(jié)點(diǎn)總數(shù)60截面種類5材料種類2（二）設(shè)計(jì)信息結(jié)構(gòu)重要性系數(shù)1.1凈截面系數(shù)0.9是否考慮構(gòu)件自重是（三）風(fēng)荷載信息地面粗糙度類別C基本風(fēng)壓標(biāo)準(zhǔn)值w0(kN/m2)0.4風(fēng)壓高度變化修正系數(shù)η0.74風(fēng)荷載放大系數(shù)1.2地形修正系數(shù)1風(fēng)向影響系數(shù)1（四）地震信息地震計(jì)算信息計(jì)算水平地震設(shè)防烈度6度(0.05g)場地類別II類設(shè)計(jì)地震分組（水平）第一組抗震等級四級結(jié)構(gòu)阻尼比0.03地震作用重力荷載代表值恒荷載(1);活荷載(0.5);2. 截面信息表3-1 截面信息表序號截面面積(mm2)回轉(zhuǎn)半徑(mm)構(gòu)件總數(shù)總毛重量(kg)1箱200X250x12x1210224.079.1564573.62箱100X200x6x63456.041.613917.03箱100X100x6x62256.038.517784.94箱200X200x8x86144.078.5204088.53. 節(jié)點(diǎn)信息表3-2 節(jié)點(diǎn)坐標(biāo)表(m)節(jié)點(diǎn)號IDXYZ節(jié)點(diǎn)號IDXYZ141415.99312.7353.900241315.99315.3653.900339016.40412.6733.900439216.79415.2443.900542117.27912.5403.900643617.66915.1113.900742218.39212.3723.900843718.78114.9423.900942319.50412.2033.9001043819.89414.7743.9001139620.61612.0343.9001239821.00614.6053.9001342421.72811.8663.9001443322.11814.4363.9001542522.84111.6973.9001643423.23114.2683.9001742623.95311.5293.9001843524.34314.0993.9001940225.06511.3603.9002040425.45513.9303.9002142726.17811.1913.9002243026.56713.7623.9002342827.29011.0233.9002443127.68013.5933.9002542928.40210.8543.9002643228.79213.4253.9002740829.27710.7213.9002841029.66713.2923.9002941130.07910.6003.9003041230.07913.2293.9003138915.99315.3650.0003238816.40412.6730.0003339116.79415.2440.0003441517.27912.540-0.0003543917.66915.1110.0003639318.39212.3720.0003739418.78114.9420.0003841619.50412.203-0.0003944219.89414.7740.0004039520.61612.0340.0004139721.00614.6050.0004241721.72811.866-0.0004344022.11814.4360.0004439922.84111.6970.0004540023.23114.2680.0004641823.95311.529-0.0004744324.34314.0990.0004840125.06511.3600.0004940325.45513.9300.0005041926.17811.1910.0005144126.56713.7620.0005240527.29011.0230.0005340627.68013.5930.0005442028.40210.854-0.0005544428.79213.4250.0005640729.27710.7210.0005740929.66713.2920.0005838630.07913.2290.0005938715.99312.7350.0006038530.07910.6000.0004. 構(gòu)件信息表3-3 構(gòu)件信息表構(gòu)件號ID截面(mm)材料單元類型兩端節(jié)點(diǎn)號長度(mm)15箱100X100x6x6Q355梁單元31592630230箱100X100x6x6Q235梁單元21263033箱200X250x12x12Q355梁單元5932416444箱200X250x12x12Q355梁單元134165348箱200X250x12x12Q355梁單元3331810667箱200X250x12x12Q355梁單元2481076箱200X200x8x8Q355梁單元32339008347箱100X200x6x6Q235梁單元32332600919箱100X100x6x6Q235梁單元342600107箱200X200x8x8Q355梁單元33439001131箱200X250x12x12Q355梁單元32348851245箱200X250x12x12Q355梁單元3588513342箱200X250x12x12Q355梁單元35338851468箱200X250x12x12Q355梁單元46885158箱200X200x8x8Q355梁單元336438716330箱100X200x6x6Q235梁單元343526001772箱100X100x6x6Q235梁單元562600189箱200X200x8x8Q355梁單元43743871932箱200X250x12x12Q355梁單元343611252046箱200X250x12x12Q355梁單元57112521338箱200X250x12x12Q355梁單元373511252269箱200X250x12x12Q355梁單元68112523326箱100X200x6x6Q235梁單元363726002473箱100X100x6x6Q235梁單元7826002533箱200X250x12x12Q355梁單元363811252647箱200X250x12x12Q355梁單元79112527346箱200X250x12x12Q355梁單元393711252870箱200X250x12x12Q355梁單元81011252912箱200X200x8x8Q355梁單元3611450230334箱100X200x6x6Q235梁單元383926003174箱100X100x6x6Q235梁單元91026003213箱200X200x8x8Q355梁單元371245023334箱200X250x12x12Q355梁單元384011253448箱200X250x12x12Q355梁單元911112535343。