室內(nèi)玻璃房骨架計(jì)算書(shū)

室內(nèi)玻璃房骨架計(jì)算書(shū)設(shè)計(jì)依據(jù)《工程結(jié)構(gòu)通用規(guī)范》（GB55001-2021）《冷彎薄壁型鋼結(jié)構(gòu)技術(shù)規(guī)范》(GB50018-2002)《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)《建筑與市政工程抗震通用規(guī)范》（GB55002-2021）《建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范》(GB50007-2011)《建筑結(jié)構(gòu)可靠性設(shè)計(jì)統(tǒng)一標(biāo)準(zhǔn)》(GB50068-2018)軟件信息3D3SDesign2022.1（上海同磊土木工程技術(shù)有限公司）結(jié)構(gòu)信息總體信息節(jié)點(diǎn)總數(shù)10支座總數(shù)4單元總數(shù)11材料種類(lèi)1截面種類(lèi)1荷載工況4幾何信息節(jié)點(diǎn)編號(hào)圖（整體）節(jié)點(diǎn)信息表節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注節(jié)點(diǎn)號(hào)x坐標(biāo)(m)y坐標(biāo)(m)z坐標(biāo)(m)備注12.4800.0002.80022.480-1.4802.80031.160-1.4802.80041.1600.0002.80050.0000.0002.30060.000-1.4802.30072.480-1.4800.000支座180.000-1.4800.000支座192.4800.0000.000支座1100.0000.0000.000支座1單元編號(hào)圖（整體）單元信息表（注：等肢角鋼的2、3軸分別對(duì)應(yīng)u、v軸）單元號(hào)截面名稱(chēng)材料名稱(chēng)長(zhǎng)度(m)面積(mm2)繞2軸慣性矩(×104mm4)繞3軸慣性矩(×104mm4)繞2軸計(jì)算長(zhǎng)度系數(shù)繞3軸計(jì)算長(zhǎng)度系數(shù)i節(jié)點(diǎn)釋放j節(jié)點(diǎn)釋放1方80x4.0Q235B1.4801174.70111.03111.031.0001.000------2方80x4.0Q235B1.4801174.70111.03111.031.0001.000------3方80x4.0Q235B1.4801174.70111.03111.031.0001.000------4方80x4.0Q235B1.2631174.70111.03111.031.0001.000------5方80x4.0Q235B1.3201174.70111.03111.031.0001.000------6方80x4.0Q235B2.8001174.70111.03111.031.1031.094------7方80x4.0Q235B2.3001174.70111.03111.031.1211.122------8方80x4.0Q235B1.2631174.70111.03111.031.0001.000------9方80x4.0Q235B1.3201174.70111.03111.031.0001.000------10方80x4.0Q235B2.8001174.70111.03111.031.1031.094------11方80x4.0Q235B2.3001174.70111.03111.031.1211.122------截面編號(hào)圖（整體）截面信息表截面編號(hào)截面類(lèi)型截面名稱(chēng)構(gòu)件總數(shù)1方形空心型鋼方80x4.011計(jì)算參數(shù)(1)動(dòng)力特性計(jì)算計(jì)算振型數(shù):9振型類(lèi)型:特征向量(2)線性計(jì)算梁?jiǎn)卧獙傩?考慮剪切效應(yīng)（鐵木辛哥梁）梁抗扭慣性矩:自由扭轉(zhuǎn)慣性矩考慮P-Δ/二階效應(yīng)：否設(shè)計(jì)參數(shù)結(jié)構(gòu)重要性系數(shù)：1.000支撐臨界角：15.000°抗震等級(jí)結(jié)構(gòu)類(lèi)型抗震等級(jí)構(gòu)造措施的抗震等級(jí)鋼框架三級(jí)三級(jí)注：此處為整體抗震等級(jí)，若部分構(gòu)件單獨(dú)定義了抗震等級(jí)請(qǐng)注意檢查。計(jì)算簡(jiǎn)圖計(jì)算簡(jiǎn)圖（整體）注：藍(lán)色單元為普通單元，綠色單元為連接單元，綠色實(shí)心圓為支座，黃色實(shí)心圓為主從節(jié)點(diǎn)的主節(jié)點(diǎn)支座信息表（單位:剛度：kN/mmkN*mm/rad位移：mmrad）支座類(lèi)型平動(dòng)1平動(dòng)2平動(dòng)3轉(zhuǎn)動(dòng)R1轉(zhuǎn)動(dòng)R2轉(zhuǎn)動(dòng)R31剛性剛性剛性剛性剛性剛性材料信息材料特性名稱(chēng)材料彈性模量(kN/mm2)泊松比線膨脹系數(shù)設(shè)計(jì)強(qiáng)度(MPa)質(zhì)量密度(kg/mm3)Q235B-1Q235206.0000.3001.20e-05按規(guī)范7.85e-06材料統(tǒng)計(jì)鋼匯總表序號(hào)截面材性數(shù)量長(zhǎng)度(m)重量(kg)1方80x4.0Q235B-11119.806182.64211根19.806m183kg荷載與組合工況信息序號(hào)工況號(hào)荷載類(lèi)型自重系數(shù)荷載說(shuō)明10恒121風(fēng)032風(fēng)043屋面活0荷載信息(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(hào)荷載類(lèi)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0.5002風(fēng)1雙向桿件0.4000.4003風(fēng)2雙向桿件-0.8000.4004屋面活3雙向桿件0.5005風(fēng)1雙向桿件0.4000.4006風(fēng)2雙向桿件-0.8000.4007恒0雙向桿件0.500恒荷載恒荷載0(1)恒荷載0桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布1雙向桿件0.500否2雙向桿件0.500否恒荷載工況0桿件導(dǎo)荷載分布圖（整體）活荷載活荷載3(1)活荷載3桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式面荷載值kN/m2不均勻分布1雙向桿件0.500否活荷載工況3桿件導(dǎo)荷載分布圖（整體）風(fēng)荷載基本參數(shù)基本風(fēng)壓：0.40(kN/m2)地面粗糙度：B風(fēng)計(jì)算用規(guī)范：《建筑結(jié)構(gòu)荷載規(guī)范》(GB50009-2012)風(fēng)荷載計(jì)算用阻尼比：0.02參考點(diǎn)高度Z0（m）：0.00風(fēng)荷載1(1)風(fēng)荷載1桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1雙向桿件0.4000.400自動(dòng)計(jì)算2雙向桿件0.4000.400自動(dòng)計(jì)算風(fēng)荷載工況1體型系數(shù)分布圖（整體）風(fēng)荷載2(1)風(fēng)荷載2桿件導(dǎo)荷載桿件荷載表序號(hào)導(dǎo)荷方式基本風(fēng)壓(kN/m2)體型系數(shù)風(fēng)振系數(shù)1雙向桿件0.400-0.800自動(dòng)計(jì)算2雙向桿件0.400-0.800自動(dòng)計(jì)算風(fēng)荷載工況2體型系數(shù)分布圖（整體）地震作用計(jì)算依據(jù)：《建筑抗震設(shè)計(jì)規(guī)范》(GB50011-2010)(2016年版)地震烈度：6度0.05g場(chǎng)地類(lèi)別：Ⅱ類(lèi)設(shè)計(jì)地震分組：第一組特征周期值(s)：0.35多遇水平地震影響系數(shù)最大值：0.04罕遇水平地震影響系數(shù)最大值：0.28計(jì)算振型數(shù)：9結(jié)構(gòu)阻尼比：0.04周期折減系數(shù)：1按雙向地震作用考慮耦聯(lián)：否振型組合方法：CQC計(jì)算豎向地震作用：是豎向地震作用系數(shù)：0質(zhì)量源：恒載(工況0)*1.00荷載組合(1)1.300恒載+1.50屋面活3(2)1.300恒載+1.50風(fēng)載1(3)1.300恒載+1.50風(fēng)載2(4)1.300恒載+1.50x0.60風(fēng)載1+1.50屋面活3(5)1.300恒載+1.50x0.60風(fēng)載2+1.50屋面活3(6)1.300恒載+1.50風(fēng)載1+1.50x0.70屋面活3(7)1.300恒載+1.50風(fēng)載2+1.50x0.70屋面活3(8)1.300恒載+1.50x0.60風(fēng)載1+1.50x0.70屋面活3(9)1.300恒載+1.50x0.60風(fēng)載2+1.50x0.70屋面活3(10)1.300恒載+1.400水平地震(11)1.300恒載+1.400豎向地震(12)1.300恒載+1.400水平地震+0.500豎向地震(13)1.300恒載+0.500水平地震+1.400豎向地震(14)1.000恒載+1.50風(fēng)載1(15)1.000恒載+1.50風(fēng)載2(16)1.000恒載+1.400水平地震(17)1.000恒載+1.400豎向地震(18)1.000恒載+1.400水平地震+0.500豎向地震(19)1.000恒載+0.500水平地震+1.400豎向地震(20)1.000恒載+1.50x0.20風(fēng)載1+1.400水平地震(21)1.000恒載+1.50x0.20風(fēng)載1+1.400豎向地震(22)1.000恒載+1.50x0.20風(fēng)載1+1.400水平地震+0.500豎向地震(23)1.000恒載+1.50x0.20風(fēng)載1+0.500水平地震+1.400豎向地震(24)1.000恒載+1.50x0.20風(fēng)載2+1.400水平地震(25)1.000恒載+1.50x0.20風(fēng)載2+1.400豎向地震(26)1.000恒載+1.50x0.20風(fēng)載2+1.400水平地震+0.500豎向地震(27)1.000恒載+1.50x0.20風(fēng)載2+0.500水平地震+1.400豎向地震(28)1.300恒載+1.50x0.20風(fēng)載1+1.400水平地震(29)1.300恒載+1.50x0.20風(fēng)載1+1.400豎向地震(30)1.300恒載+1.50x0.20風(fēng)載1+1.400水平地震+0.500豎向地震(31)1.300恒載+1.50x0.20風(fēng)載1+0.500水平地震+1.400豎向地震(32)1.300恒載+1.50x0.20風(fēng)載2+1.400水平地震(33)1.300恒載+1.50x0.20風(fēng)載2+1.400豎向地震(34)1.300恒載+1.50x0.20風(fēng)載2+1.400水平地震+0.500豎向地震(35)1.300恒載+1.50x0.20風(fēng)載2+0.500水平地震+1.400豎向地震周期與振型周期與質(zhì)量參與系數(shù)振型周期(s)X向質(zhì)量參與系數(shù)Y向質(zhì)量參與系數(shù)Z向質(zhì)量參與系數(shù)10.24995.025%0.425%0.025%20.2290.508%99.241%0.001%30.1714.338%0.109%0.003%40.0620.091%0.055%20.399%50.0530.009%0.058%0.654%60.0450.025%0.087%4.523%70.0360.003%0.024%0.867%80.0100.000%0.000%35.327%90.0070.000%0.000%16.351%合計(jì)100.000%100.000%78.151%線性計(jì)算結(jié)果線性反力支座節(jié)點(diǎn)編號(hào)圖（整體）最不利反力線性組合最不利反力表(標(biāo)準(zhǔn)值)(單位：kN、kN.m)節(jié)點(diǎn)號(hào)控制組合號(hào)組合序號(hào)N1N2N3M1M2M310N1最大310.8240.6170.612-0.8110.7490.02510N2最大310.8240.6170.612-0.8110.7490.02510N3最大61-0.273-0.4082.6080.474-0.333-0.01910M1最大61-0.273-0.4082.6080.474-0.333-0.01910M2最大310.8240.6170.612-0.8110.7490.02510M3最大310.8240.6170.612-0.8110.7490.02510合力最大61-0.273-0.4082.6080.474-0.333-0.01910N1最小61-0.273-0.4082.6080.474-0.333-0.01910N2最小61-0.273-0.4082.6080.474-0.333-0.01910N3最小310.8240.6170.612-0.8110.7490.02510M1最小310.8240.6170.612-0.8110.7490.02510M2最小61-0.273-0.4082.6080.474-0.333-0.01910M3最小61-0.273-0.4082.6080.474-0.333-0.0199N1最大310.2500.431-0.596-0.6630.409-0.0059N2最大310.2500.431-0.596-0.6630.409-0.0059N3最大61-0.409-0.2612.0660.373-0.540-0.0039M1最大61-0.409-0.2612.0660.373-0.540-0.0039M2最大310.2500.431-0.596-0.6630.409-0.0059M3最大202-0.117-0.0511.0120.064-0.1210.0039合力最大61-0.409-0.2612.0660.373-0.540-0.0039N1最小61-0.409-0.2612.0660.373-0.540-0.0039N2最小61-0.409-0.2612.0660.373-0.540-0.0039N3最小310.2500.431-0.596-0.6630.409-0.0059M1最小310.2500.431-0.596-0.6630.409-0.0059M2最小61-0.409-0.2612.0660.373-0.540-0.0039M3最小241-0.1000.0500.709-0.089-0.106-0.0108N1最大311.0281.8434.736-1.2750.9320.0188N2最大711.0021.8544.992-1.2840.8680.0208N3最大711.0021.8544.992-1.2840.8680.0208M1最大21-0.179-0.8213.6910.552-0.2220.0018M2最大311.0281.8434.736-1.2750.9320.0188M3最大711.0021.8544.992-1.2840.8680.0208合力最大711.0021.8544.992-1.2840.8680.0208N1最小61-0.205-0.8093.9470.544-0.2870.0038N2最小21-0.179-0.8213.6910.552-0.2220.0018N3最小21-0.179-0.8213.6910.552-0.2220.0018M1最小711.0021.8544.992-1.2840.8680.0208M2最小61-0.205-0.8093.9470.544-0.2870.0038M3最小2010.045-0.0893.9270.038-0.048-0.0027N1最大310.1530.7281.983-0.8520.318-0.0107N2最大710.0590.7382.345-0.8610.194-0.0107N3最大41-0.447-0.1852.5000.224-0.561-0.0047M1最大21-0.385-0.3411.9830.404-0.493-0.0037M2最大310.1530.7281.983-0.8520.318-0.0107M3最大202-0.175-0.0381.9300.043-0.1750.0017合力最大41-0.447-0.1852.5000.224-0.561-0.0047N1最小61-0.478-0.3312.3450.395-0.616-0.0037N2最小21-0.385-0.3411.9830.404-0.493-0.0037N3最小243-0.1300.1061.884-0.103-0.108-0.0047M1最小710.0590.7382.345-0.8610.194-0.0107M2最小61-0.478-0.3312.3450.395-0.616-0.0037M3最小241-0.2000.1402.036-0.156-0.217-0.012線性?xún)?nèi)力線性組合包絡(luò)線性組合軸力N最大包絡(luò)云圖:kN（整體）軸力N最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31101510.0001.616-0.4390.659-0.006-0.840-0.544231510.0000.693-0.898-0.5060.0550.000-0.9403111510.0000.602-0.4870.9550.039-0.960-0.563451510.0000.5990.2510.6580.001-0.228-0.280521510.0000.5940.0920.1510.005-0.0810.09161710.0000.332-0.858-0.264-0.0710.173-0.799741510.0000.299-0.4390.498-0.0040.243-0.325891510.0000.171-0.5630.332-0.021-0.186-0.606981510.0000.025-0.317-0.2620.0340.3030.1311062430.000-1.1290.0920.005-0.004-0.0710.206線性組合軸力N最小包絡(luò)云圖:kN（整體）軸力N最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317712.300-6.681-1.4592.7680.0291.9141.269211612.300-3.5580.431-0.601-0.028-0.702-0.51336412.800-3.3530.629-0.280-0.006-0.338-0.797410612.800-2.9110.588-0.386-0.003-0.555-0.78154611.263-1.344-1.5930.417-0.0450.1740.22565610.000-0.8312.147-0.2760.0150.1081.04278411.263-0.624-1.0060.190-0.0670.0580.09282610.000-0.4810.693-0.087-0.003-0.009-0.06499410.000-0.4371.553-0.1690.0830.0760.770103610.000-0.3531.6270.2760.0380.0660.639線性組合彎矩M2最大包絡(luò)云圖:kN.m（整體）彎矩M2最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317712.300-6.681-1.4592.7680.0291.9141.26926712.800-3.120-0.1301.104-0.0141.2880.3363111512.300-0.032-1.1810.9550.0391.2371.0894101512.8001.363-0.4390.659-0.0061.0050.68453311.4800.692-1.9481.0510.0660.4101.06164710.211-0.055-0.849-0.023-0.0040.321-0.494781510.0000.025-0.317-0.2620.0340.3030.131891511.3200.171-0.5450.332-0.0210.2520.12595710.9900.3940.1850.022-0.0040.184-0.5941011510.0000.327-1.053-0.267-0.0610.180-0.819線性組合彎矩M2最小包絡(luò)云圖:kN.m（整體）彎矩M2最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M31111510.0000.602-0.4870.9550.039-0.960-0.56327710.000-4.003-0.7640.4410.029-0.884-1.0213101510.0001.616-0.4390.659-0.006-0.840-0.54446710.000-2.191-0.1300.350-0.014-0.747-0.02954311.263-0.434-1.633-1.116-0.014-0.4821.07868610.000-0.453-0.2120.247-0.075-0.242-0.71275710.0000.3940.9640.681-0.004-0.2320.04381711.4800.332-1.226-0.264-0.071-0.2180.743931510.6170.693-1.2020.0370.055-0.200-0.318109611.320-0.4340.750-0.2340.091-0.195-0.709線性組合彎矩M3最大包絡(luò)云圖:kN.m（整體）彎矩M3最大的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317312.300-6.297-1.4972.7510.0261.9011.366211312.300-0.564-1.2140.9370.0381.2251.11034711.263-0.550-1.871-1.131-0.004-0.4801.08743711.4800.690-2.0671.0000.0660.4101.07755610.000-0.8312.147-0.2760.0150.1081.04266610.000-2.1910.676-0.123-0.0040.2771.014710610.000-2.5820.588-0.386-0.0030.5270.86689610.000-0.4341.595-0.2340.0910.1140.83991711.4800.332-1.226-0.264-0.071-0.2180.743108711.263-0.307-0.659-0.2310.016-0.0190.560線性組合彎矩M3最小包絡(luò)云圖:kN.m（整體）彎矩M3最小的前10個(gè)單元的內(nèi)力（單位：m,kN,kN.m）序號(hào)單元號(hào)組合號(hào)組合序號(hào)位置軸力N剪力Q2剪力Q3扭矩M彎矩M2彎矩M317710.000-4.003-0.7640.4410.029-0.884-1.021231510.0000.693-0.898-0.5060.0550.000-0.94034410.105-0.710-0.025-0.197-0.0350.005-0.89045411.320-0.7280.6890.0850.0080.024-0.88456612.800-3.1210.676-0.500-0.004-0.595-0.880611510.0000.327-1.053-0.267-0.0610.180-0.819710612.800-2.9110.588-0.386-0.003-0.555-0.78188610.000-0.453-0.2120.247-0.075-0.242-0.71299611.320-0.4340.750-0.2340.091-0.195-0.7091011710.000-0.124-0.4810.9210.035-0.905-0.626線性位移線性最大位移最大正位移組合3(恒0+風(fēng)2)Uz:mm最大負(fù)位移組合4(恒0+0.6風(fēng)1+屋面活3)Uz:mm線性組合最大最小位移表最不利項(xiàng)節(jié)點(diǎn)組合名UxUyUzUxyzX方向位移最大3組合6(恒0+風(fēng)1+0.7屋面活3)2.9422.195-1.4693.954Y方向位移最大2組合2(恒0+風(fēng)1)2.3112.234-0.0193.214Z方向位移最大1組合3(恒0+風(fēng)2)-3.020-4.4820.0085.405空間位移最大3組合3(恒0+風(fēng)2)-3.011-4.736-0.8075.669X方向位移最小6組合3(恒0+風(fēng)2)-3.343-3.943-0.0325.170Y方向位移最小3組合3(恒0+風(fēng)2)-3.011-4.736-0.8075.669Z方向位移最小3組合4(恒0+0.6風(fēng)1+屋面活3)2.5021.271-1.5233.193線性組合最大最小位移圖（整體）驗(yàn)算結(jié)果桿件應(yīng)力比限值分布圖應(yīng)力比限值表序號(hào)應(yīng)力比下限應(yīng)力比上限10.51應(yīng)力比限值分布圖（整體）桿件應(yīng)力比分布圖桿件驗(yàn)算結(jié)果云圖強(qiáng)度應(yīng)力比按“強(qiáng)度應(yīng)力比”顯示構(gòu)件顏色（整體）“強(qiáng)度應(yīng)力比”最大的前10個(gè)單元的驗(yàn)算結(jié)果（所在組合號(hào)／情況號(hào)）序號(hào)單元號(hào)強(qiáng)度繞2軸穩(wěn)定繞3軸穩(wěn)定沿2軸抗剪沿3軸抗剪沿2軸長(zhǎng)細(xì)比沿3軸長(zhǎng)細(xì)比驗(yàn)算結(jié)果170.497(3/1)0.6160.6150.0240.0458484滿足2110.342(3/1)0.2620.4140.0200.0168484滿足360.277(15/1)0.3420.2820.0110.018100100滿足4100.250(15/1)0.1910.2050.0100.011100100滿足540.230(7/1)0.2780.2780.0310.