结构设计部分

前言对于即将毕业的我们来说，毕业设计是对我们四年学习的一次系统的检验。本次设计为沈阳宏志学校教学楼项目投标书结构设计和投标文件的编制。虽然我们系统的学习过有关招投标的专业知识，但是实际运用的机会很少，所以需要做足准备：查资料，看图纸，市场询价。本项目占地面积为1357.97㎡，建筑总面积为5569.10m2，建筑高度:1-6轴17.800m，6-13轴16.400m。为四层现浇混凝土框架结构，建筑立面规整。本工程主要为教学楼，因此设计中空间问题需要关注，框架柱数量多分布广，且需要注意次梁的合理安排以避免浪费空间。同时，框架柱的安排也需要节省空间。投标文件分为商务标与技术标两部分。经过努力完成了整个标书的编制过程。工程量计算方面，对砌筑工程、钢筋工程、混凝土工程等各分部分项工程量，以工程量清单规范为依据进行分层计算，最后进行合计；在施工组织设计方面，对同一项分部工程，查找资料，查缺补漏，争取做的全面细致。投标书设计已大部分完成，在商务标部分，以图纸为依据，争取在保证材料质量的基础上做到价格合理、节约材料，为建设方提供合理的工程报价；在技术标部分，根据自然环境、施工条件等配制项目经理部人员机构，编制工程施工方案、工地平面布置、工期进度安排、劳力和设备调配、质量保证措施、安全生产措施等。结构方案说明设计总说明设计依据（1）依据建筑工程专业2008届毕业设计任务书。（2）遵照国家规定的现行相关设计规范。《总图制图标准》(GB/T50103-2001)《建筑制图标准》(GB/T50104-2001)《建筑结构制图标准》(GB/T50105-2001)《民用建筑设计通则》(JGJ37-87)《建筑结构荷载规范》(GB50009-2001)《混凝土结构设计规范》(GB500109-2002)《建筑地基基础设计规范》(GB50007-2002)《建筑抗震设计规范》(GB50011-2001)设计内容、建筑面积、标高挽本次设计的题症目为“拆沈阳红致学校筝教学楼饲”。险总建筑面积：鄙5569.1耻0推m缎2病，共四层，一拘层，二层和三北层层高3.6夺m，四层层高追为震3.9m诵。结构英本工程为钢筋垮混凝土现浇框吃架结构，采用冠纵横向框架混简合承重方案。讨本工程抗震设也防烈度为7度件，设计地震分滔组为第一组。截面尺寸确定葵确定梁高：横弟梁h=卖(1/10～患1/18)L仪=(1/10斤～1/18)拉×慢7200=(待400～72疗0)mm卧取梁高600搂mm,b=(佣1/2～1/台3)h=(2足00～300当)mm=30抖0mm心次梁催h=(1/1义2～1/20蝴)浙×森7200=(滤360～60镰0)mm取袭h=600m雷m，b=20刺0mm稀纵梁h耕=(1/10甚～1/18)邻×竖8100=(候450～1.份2810)m榴m取h=8予00mm，b勇=300mm穷确定板厚：选绒择尺寸最大的蹦板来确定板厚祥（4050鼠×姐7200）则疲板厚沿，涛h≥（1/4践5）L小废=4050/剑45=90m膜m,故取板厚村h=150m瓦声确定柱截面:逼根据柱承受的浩楼板面积及填级充墙数量计算友一根柱的最大物竖向轴力设计沉值Nv衔,在考虑水平舍荷载的影响后边，由下式估算担违策N=登(1.1～1葬.2)NvAC美≥N/（0.以Nv叹=旗8.1另×稻(3.6+1录.35)志×讲(4.0+0胖.5)+8.竹1塑×响(3.6+1淘.35)浮×街(3.52+沈2)望×错3+(0.2脆5说×悟0.6呜×砖3.6柏×布25+0.2荷5想×筹0.4唇×腐1.35负×售25+0.2饮×区0.6寸×括3.6迎×脸25+0.2微5昆×改0.7督×畅8.1世×腥25)创×栏4+(3.6货+8.1)既×三3.8藏×泉(3.9+3钞.6煮×席2)驱=1589.烂9KN便N=1.2Nv钻=1907.AC拒≥N/（0.讨85fc铁）终=1907.匆9错×蚀1000/(扇0.85沸×凤14.3)=披156963燥故取AC川=500mm象×祸荷载计算荷载汇集恒荷载屋面荷载：倦20mm厚1挠：3水泥砂浆窄找平层刻承习猾20×0.暑02=0.4间0非kN/舰m螺2碑5mm厚SB毕S改性沥青防丢水层嗓接险楚凤风0.撑05货kN/阁m辫2影冷热沥青各一厘道鞋匆樱梦点凝单0.05诵kN/砌m肤2件20mm杜厚1:3水泥墙砂浆找平层讯何石寸及20×0.翁02=0.4纱0凳kN/堂m抱2咏30mm泡厚1:8水泥衫炉渣找坡层运竖议阿相12×0.碰03=0.3常6kN/m仰2脚90mm厚E覆PS保温板聚逝腿恳婆讽18×0.0肃9=1.62天kN/m是2表150mm厚姻钢筋混凝土板系钳扒岂碗丑0.15×2里5=3.75愿kN/m非2企∑担=杯6.63抢kN/m配2招税夏贼惰框证嫌液鹰窜晴科阔越牌楼面呈荷载:锈20mm厚花在岗石板税尖押呈围28×0.0批2=0.56撤kN/贤m玻2裳1鹿50犯mm冰厚钢筋混凝土愿板限25×0.1圆5=3.75棒kN/m迁2断30mm厚1画：3干硬性水言泥砂浆结合层荣沾构20×0.0户3=0.60循kN/m呀2右∑嚷=抛4.91引kN/m飞2外墙荷载:排20mm1:欺3水泥砂浆伤甩唤娱晒垦17×0.这02=0.3锣4kN/怕m径2值370mm厚赚非承重空心砖盲晃寺治油0.37×1贫3=4.81霞kN/m猴2速20mm厚混灭合砂浆晴单糖摩敞12×0.0锋2=0.24牺kN/m诊2气∑广=却5.39蛇kN/m伍2内墙荷载:脂16mm厚白欲灰砂浆打底两绞面数欲旅14×0.0足16×2=0达.448kN昼/m慈2晓240mm厚倡非承重空心砖漫0.24×贿13=3.1茎2kN/踢m宋2哑∑肠=矛3.80kN琴/m帆2她柱，梁荷载均梢为25饿kN/m屠2养门荷载：0.忙2另kN/m张2刮窗荷载：0.供45绪kN/m矛2绒女儿墙：（0额.12死×汤1.7+0.甘15云×通1.1+0.伪15号×公0.75+0卷.2解×这0.4）则×砍25=14.捎00kN/奖m活荷载慈雪荷载：0.厘5kN/m绑2待不不伤人屋面暑活荷载：0.届5kN/m堤2鹅教室，卫生间刷活荷载：2.挡0kN/m险2洒走廊活荷载：狠2.5kN妈/m侨2膛计算简图及层株数划分如图知图2-1计仙算简图挥图2-2层迁数划分笛各层重力荷载睬代表值计算如督下恒载狗（1）志四层上半层消①锦女儿墙：［（陷8.1逐×点5+0.43慨5鸭×稿2）葛×瓜2+（13.晌8+0.43畏5词×绑2）+（3.熟9+0.43均5）］鞋×发0.56厌×恳25=1镇424.44逐KN戏②屯梁：KL1祖=（8.1-充0.5）破×勒18民×筒0.3煮×册0.8头×政25=826光炊KL2牙=[（7.2缎-0.5）尽×辱6+（2.7嚼-0.5）败×必6+（3.9李-0.5）题×两4]乔×禁0.3纯×驳0.6锯×祖狮=费305.1执KN启LL3啄=7.2督×携5泄×庆0.2女×区0.6芦×筝25=108察袋梁汇总学∑挽=劝1239.3订KN妄③包柱：1.95粒×直0.50嘉×聋0.50粉×度25减×任22=268炼.13KN呈④感墙：外墙：［切（8.1狗×时5+0.43盾5再×葵2）门×熄1.95+（纱13.8+0答.435首×只2）爸×惊1.95+（掀3.9+0.宋435）冶×海1.95+（馆7.2+0.佣435施×爆2）1.95丑］宇×悄5.39=1伴154.21倘KN吨内墙：［（1未.95-0.教8）青×觉8+3.9以×两（1.95-庭0.8）坏×础2+（1.9硬5-0.8）壤×酷7.2没×慈4］=416殿.06KN侄⑤攀屋面板：［（弹8.1蛮×叉5+0.43涌5躺×课2）播×竹（13.8+在0.435愉×杀2）-（8.自1细×疯2受×笔3.9）］身×超6.63=3仓604.85督KN紫（2）僻四层下半层职三层上半层①梁：同上役②厕柱：（1.9例5+1.8）私×巧0.50句×袭0.50府×串25耽×亿22=515愚.63KN闯③蜜墙：外墙：［侦（8.1淋×眨5+0.43铺5咏×贷2）帐×纯2+（13.墓8+0.43初5辞×外2）+（3.振9+0.43捉5）+（7.心2+0.43柳5横×阔2）］谋×勤3.75欣×施5.39=2颂219.65蚊KN岂内墙：［8.亿1型×傲（3.75-茄0.8）门×蒙8+3.9俯×列（3.75-往0.8）阻×饰2+7.2计×救（3.75-拘0.8）都×漠4］扑×清3.568=临1067.3博0KN卷④围板：［（8.魔1伐×狗5+0.43形5忠×霞2）娘×型（13.8+吸0.435+签0.885）机-（8.1研×缴2路×大3.9）］隆×还4.91=2炉761.06急KN姨（3）誉三层下半层二童层上半层①梁：同上利②互柱：3.6豪×漆0.5魄×划0.5悲×泉25跟×对22=495疑KN霸③愈墙：外墙：［善（8.1掏×泉5+0.43接5悼×斑2）项×涨2+（13.翠8+0.43锄5皇×高2）+（3.厚9+0.43嫩5）+（7.伟2+0.43胜5魄×更2）］事×票3.60新×纳5.39=2待130.85击KN呈内墙：［8.海1糟×净（3.6-0庙.8）溪×舟8+3.9殿×局（3.6-0役.8）号×眼2+7.2启×猫（3.6-0竞.8）食×坏4］嘱×燥3.568=剧1013.0响3KN撕④费板：［（8.滴1艳×幕5+0.43戚5与×哗2）街×泰（13.8+赶0.435）间-（8.1会×保2免×阶3.9）］霜×三4.91舒=2581.春29KN立（4）寿二层下半层一辟层上半层响①隐柱子：（1.豆8+2.4）窜×汽0.5它×惑0.5档×蓬22夹×狐25=57蓄7.5KN②梁：同上纱③咐墙：外墙：［锣（8.1枕×稠5+0.43暑5松×渣2）姥×故2+（13.粥8+0.43躺5恩×凶2）+（3.唤9+0.43伯5）+（7.蚊2+0.43毁5猛×件2）］忠×枕4.2移×探5.39=2辉495.48控KN筑内墙：［8.洋1臣×估（4.2-0攻.8）贵×液8+3.9研×句（4.2-0苏.8）赖×团2+7.2嗓×的（4.2-0察.8）插×剖4］洞×柱3.568=棉1230.1辅0KN稿④贤板：［（8.免1依×害5+0.43车5果×锄2）荡×赌（13.8+基0.435）录-（8.1炕×汽2湿×伯3.9）］腔×燃4.91案=2581.牲29KN扭以上计算中，懒未考虑内外墙堡中门窗洞口的欲面积，以下计剥算出荷载差值四层引外窗：（2.械1轧×著2.1疯×制4+2.1味×雪1.3阴×稼4+1.5停×俩2.1+2.猾4惨×申2.1谁×拢10+1.8原×委1.9）相×秆（0.45-赔5.39）=正-422.5跪2KN尊②特内窗：1.8疗×巾1.3利×尘7暖×效（0.45-译3.568）楼=-51.0纪7KN地门：（1贼×涂2.2石×宗10+0.9漏×派2.2洪×忆4）使×夸（0.2-3侍.568）=尊-100.7瓦7KN三层拔①勒外窗：（2.茎4叛×仙1.9愿×题4+2.1耐×具1飘×出4+1.5棵×链1.8辽×护1+2.4捞×兔1.9转×锹10+1.8执×烟1.9懒×光1）测×态（0.45-才5.39）=者-375.8察4KN签内窗：1.8钳×伤1.0猎×饼7萍×运（0.45-厌3.568）题=-39.2感9KN丢门：（1砖×冒2.2衣×荷10+0.9慧×配2.2苹×但4）铃×牵（0.2-3垮.568）=你-100.7国7KN二层叫①善外窗：（2.耗4世×墓1.9设×抖4+2.1监×仪1顿×糕4+1.5邻×匙1.8蓝×工1+2.4颗×喉1.9唱×诸10+1.8药×辉1.9甲×耕1）痒×特（0.45-巴5.39）=叮-375.8零4KN顺②迎内窗：1.8船×租1.0兼×磨7选×狐（0.45-贤3.568）塔=-39.2孔9KN饲③债门：（1穗×昂2.2妻×保10+0.9竟×疗2.2枕×绸4）框×伸（0.2-3春.568）=由-100.7满7KN一层捕①朴外窗：（2.蹈4稼×梯1.9撤×跨10+2.1蚂×鞋1士×董4+1.5驴×须1.8医×楚1+2.1甘×务1.9贼×侄4+1.8锻×瓣1.9鹿×础1）盟×朝（0.45-淋5.39）=穴-358.9待4KN滨②蛙内窗：1.8值×境1.0股×外7期×钓（0.45-泊3.568）甜=-39.2更9KN选③舟门：（1砖×泪2.2浸×宋10+0.9波×是2.2刃×确4）状×络（0.2-3带.568）+占1.8无×都2.4义×跑（0.2-5解.39）狸=-123.奥19KN见汇总：四层门笔窗：-574捧.36KN恒邪粪吸滑G4门窗：-芽28.18K装N润妹三层门窗：-神515.90娇KN醒→→→华铺从G3门窗：-东545.13榆KN算萄二层门窗：-刑515.90轧KN躁→→→呈赤叫G2门窗：-追515.90充KN演寻一层门窗：-陕521.42衣KN捉巧肠燃G1门场窗：-518液.66KN活载购四层庙：伟0.5惯×案543.72键=271.8聚6KN敞三层：夏2.0着×联（8.1甩×族5牢×萌7.2+3.赢9视×刊8.1湿×叠2）+2.5倾×至（8.1势×荐5伙×未2.7+3.倦9缠×奏8.1）=1秋061.91钞KN复二层照：呢2.0疯×统（8.1细×淋5番×焦7.2+3.允9扫×也8.1秀×途2）+2.5配×逢（8.1隔×以5枝×窜2.7+3.尿9添×卸8.1）=1虏061.91机KN桑一层全：陵2.0减×赏（8.1昨×她5予×柔7.2+3.锅9哪×岁8.1肃×热2）+2.5邻×葱（8.1旅×塞5惜×唇2.7+3.迟9诞×树8.1）=1餐061.91韵KN暴重力荷载代表床值汇总航G4=142何4.44+1屑239.3+府268.13峡+1154.搞21+416歼.06+36称04.85+船271.86窗-287.1仇8=8091神.67KNG站3=515.跳63+123碌9.3+22河19.65+困1067.3秘+2761.鞭06+106造1.91-5劳45.13=优8319.7耀2KN准G2=495夫.95+12淹39.3+2穷130.85迟+1013.华03+258堂1.29+1育061.91件-515.9柏0=8005万.48KN榨G1=577豪.5+123借9.3+24渐95.48+负1230.1躺0+2581况.29+10兆61.91-怕515.90混=8005.寄48KN闲∑G=G1+矮G2+G3+论G4=330纺83.792绍KN幼∑A=54节3.72浆×优4=2174奖.88㎡址∑G/∑A=曾33083.网79/217声4.88=1派5.21KN旋/㎡<16满足假设要求盏水平荷载作用里下框架内力分神析源层间侧移刚度档计算各层剪力计算闻（1）耻本工程按抗震节烈度7度设防好，H=15.凝9m查得α=丘0.08，T沾g=0.35差s貌表3-1各护层剪力臣层数揉4姐8091.6较7烈15.9丙128657垄.55员337341樱.44坟757.06宣757.06共3足8319.7待2锦12籍99836.蚂64弊587.47斗1344.5佳3锄2尿8005.4倘8移8.4叔67246.迟03深395.70铅1740.2恳3袭1势8666.9尝2缝4.8罢41601.纲22塑244.80貌1985.0巧3梢（2）旁梁线刚度：用在计算梁线刚味度时，考虑楼宴板对梁刚度的剥有利影响，即康板作为翼缘工岭作。在工程上酿，通常梁均先白按矩形截面计祖算某惯性矩窑I镰0女，然后乘以增轮大系数：中框欠架梁信I=2.0I脆0惜边框架梁挥I=1.5I已0宅梁采用抚C尸25混凝土，贤E划b眉=澡2.8×碌10爪7留kN/m塔2亏K熊B付单位：kNm扶表3-匠2富梁线刚度侵部位科截面玉跨度L作惯性矩芳×10获-3侦边框石中框殿I=1.5I殃0国×10孙-3郊K丢b订=EI/L吵×10踪4冒I=2I贸0芒×10锡-3券K鸭b助=EI/L昼×10雨4悼AB跨折0.30抛×那0.60旁7.20瞧5.40性8.1本3.15视10.8蛾4.2覆BC跨祝0.305手×丙0.60事2.70芹5.40丢8.1狐8.4级10.8晨11.2阅CD拢跨僚0.30飘×劝0.60仔3.90隶5.40汗8.1喂5.82何10.8意7.75甚（3）粪柱刚度计算念柱采用C30顷混凝土，Ec哭=3×10盛KN/m如=3×10慕N/mm堤各层框架柱均龙为500×5方00mm为表3-3框架凡柱刚度宰层数酿层高/m传Ec（N/m蚂m巨）携b×h/m士Ic/m适ic=EcI骂c/h（KN甜/㎡）霞4竟3.9姿3×10常0.5×0.熟5映5.2×10炒40000举2，3溪3.6付3×10阵0.5×0.远5效5.2×10织43333.障33完1含4.8有3×10耗0.5×0.陡5芹5.2×10肝32500伐层数戴柱高取m脆柱编号巾根数关B烈×h肉/侄㎡验单柱D值鸽同柱D值总和技总楼层Di害4恶3.9沾Z1蹈4倾0.5×0.忠5马1.4益0.41滚1.73×爷6.92×培51.5×牵Z2疗4地5.75分0.74碎3.12×输12.4样×仰Z3遭6近1.87符0.48恐2.02×准12.1浓×龙Z4皆6稍7.66昆0.79前3.33×洒19.9漫×姐2～显3邮3.6摄Z1筹4揉0.5×0.忘5瘦1.28语0.39恶2.13×刮8.52×臂65.02×译Z2赖4软5.27锯0.72神3.94×硬15.7拣×闲Z3将6锈1.71撞0.46缩2.52×督15.1大×肯Z4弟6回7.03运0.78宋4.27×杏25.6侧×丢1翻4.8摸Z1蜂4壁0.5×0.异5陈1.75印0.60劳1.29×侄5.16×授32.08×轰Z2哥4来7.19搁0.84领1.81×校7.24×佛Z3午6粗2.33流0.65已1.40×被8.4×骂Z4陈6絮9.58尸0.87遮1.88×缸11.28快竖向荷载作用林下框架内力分椒析哪弯矩二次分配板法是一种近似非计算方法，即丈将各节点的不顺平衡弯矩同时睡作分配和传递光，并以两次分随配为限。我采颤用电算法：荷载传递路线恒荷载计算诚（1）桌屋面框架梁线伴荷载标准值：驼沙6.汤63KN/㎡耽边跨（AB,衰CD）框架梁针自重：趟素0.60绕×0.3×2恭5=4.50脑KN/㎡钻中跨（BC）供框架梁自重:遵到哲0.6侍0×0.3×幸25=4.5夹0KN/㎡京所以作用在顶升层框架梁上的挖线荷载为：印（2）曾楼面框架梁线虏荷载标准值蔑楼晋面恒荷载：4芳.91KN/滚㎡猛边皆跨框架梁：4秃.50KN/虚m鲜边旺跨填充墙自重贫：0.37×艰（3.9－0略.6）×13抓=15.87杏KN/m水中胁框架梁：4.抓5KN/m万所以作用在中刘间层框架梁上鸣的线荷载为：组二层、一层框耳架梁上的线荷祖载为：辽（3）屋面框秆架节点集中荷于载标准值：寒A获柱：苗纵梁自重：验济索0.80×0呆.3×8.1输×25=48享.6KN乎纵梁传来屋面泡自重：民4.05×0往.5×4.0院5×6.63牙=54.37霜KN劳次梁自重：验飞0.2×档0.6×7.需2×25×0碰.5=10.先8KN暮次梁传来屋面岁自重：闪6.63×（国7.2－4.仙05＋7.2消）×0.5×镰4.05×0易.5=69.涝48KN谢女砌儿墙自重：斩割腾0.56×8傻.1×25=当113.4K英N村∑紧=预296.65缘KND柱申边柱连系梁自泰重：醒茶虑功懒哪易48.6KN拆女儿墙自重：指精岗贸渠牺誉丛113.4厨KN良纵梁传来屋面嚼自重：叶(卖8.1痕＋占8.1炕－锁3.9我)×迹0.5声×0.5×求3.9×6.坑63纠=游79.51芦KN秋∑格=久241.51暗KNB柱甩中柱纵梁自重辛：藏风祖温样过福48.6KN梁次梁自重：位坚废乖旺浅静技10.8愤KN腊次梁传来屋面寄自重：方大伤全阳旦69.48谣KN判纵梁传来屋面听自重：鸟视醋叔4.05×0呈.5×4.0疾5×6.63带=54.38秧KN慰（8.1×2伐－2.7）×丽0.5×2.连7×0.5×米6.63=6难0.42KN糟∑抬=兆243.68农KNC柱：鸭纵梁自重：铜48.6KN普纵梁传来屋面孟自重：僻（8.1＋8距.1－3.9怜）×0.5×兽3.9×0.伴5×6.63敌=79.51文KN谅∑份=君188.53秒KN垒（4）劈四层楼面框架防节点集中荷载拳标准值A柱：啊纵梁自重：统哥踪因邻歉荣48.6KN民次梁自重：琴欲滋慰阶牛谣10.8KN饼次梁传来楼面栽自重：帅4.91鼠×并（7.2标×猴2-4.05灰）圈×恢0.5氧×凝4.05不×废0.5=51广.4KN辆窗自重：专（2.4乐×荒2.1挺×方2跪×敌0.45壳）=4.54搜KN困窗下墙体自重浸：丹0.37济×超1.0攀×柄(8.1-0搭.5)谊×捎13=36.成56KN差窗边墙体自重饮：送(8.1-4桑.8-0.5炎)鬼×拘(3.9-0在.8-1)块×模0.37蕉×鞭13=28.朵28KN才框架柱自重：改0.5络×冤0.5崖×骗3.9声×深25=24.姑38KN太纵梁传来楼面些荷载：房4.05研×刮0.5侍×仇4.05潜×是4.91=4亩0.27KN希Ga=244摘.85KND柱：朴纵梁自重：驳粪稼宰材48.6K眠N酿窗自重：喜（2.1唯×述1.3团×社2秧×扎0.45倍）=2.46顿KN瞎窗下墙体自重维：妄0.37聪×虹1.8梨×兆(8.1-0播.5)用×爸13=65.然80KN距窗边墙体自终重：典(8.1-4锣.2-0.5遥)绞×饼(3.9-0善.8-1.8私)帜×保0.37拉×繁13=21.仁26KN侮框架柱自重：萍0.5宽×瓦0.5塑×弱3.6幕×财25=24.采38KN盛纵梁传来楼面恋荷载：娇（8.1各×退2-3.9）烘×么0.5米×疮3.9线×拖0.5焦×粉4.91=5前8.88KN腥Gd=2腐21.38K发NB柱：连纵梁自重：宰专撕尤麦导狮48.6KN卸次梁自重：转初猪沙言倡咸10.8K厨N渐次梁传来楼面姨自重：惧4.91肉×体（7.2稍×极2-4.05跟）欣×耀0.5净×熔4.05神×搏0.5=51遗.4KN素内重墙自重：丑（8.1阅-0.5甲）迁×臭（3.9-0桂.8）竖×贱0.24面×阁13小=73.51粗KN如扣除门洞重加辽门重：题-1.0胀×住2.2滨×吓2麦×罪（3.568循-0.2）=岸-14.82商KN冷扣除窗洞重加浓窗重：跳-1.8叠×见1.3失×炎1址×圈）=-7.3年0粪KN祸框架柱自重：塘0.5狐×杠0.5攻×习3.9榆×焰25=24.驰38KN咱纵梁传来楼面浩荷载：峰4.05趣×径0.5翼×睬4.05迈×等4.91=4滴0.27KN则（8.1钻×鹰2-2.7）寇×油0.5睡×抹2.7浸×近0.5泼×文4.91=4贤4.74KN妇Gb=27菌1.63KNC柱：壤纵梁自重：屯掠耳奋公透电48.6KN芹纵梁传来楼面并荷载：变（8.1告×终2-2.7）尖×云0.5块×窜2.7广×女0.5低×昂4.91=4外4.74KN赛（8.1考×厨2-3.9）吊×榆0.5效×鲁3.9态×堂0.5弄×顽4.91=5最8.88KN陈重墙自重：疼（8.1才-0.5火）影×明（3.9-0带.8）潮×蚁0.24晌×英13货=73.51暂KN循扣除门洞重加搬门重：已-0.9诊×煌2.2多×魂（3.568象-0.2）=羊-6.67K屯N石扣除窗洞重加塑窗重：昨-1.8抚×束1.0明×形1或×弦）=-6.0成6哗KN萍Gc=2缎13.01K风N缩（5）汽三层，二层楼瞎面框架节点集穿中荷载标准值A柱：境纵梁自重：资环盲捕耕断犹48.6K就N魂次梁自重：贺歉锻猴遥餐么10.8KN坟次梁传来楼面驱自重：冈4.91杯×激（7.2杆×添2-4.05炼）谣×您0.5三×吴4.05脆×为0.5=51厘.4KN匪窗自重：五（2.4五×赶1.9酿×目2档×字0.45旺）=4.10敌KN溪窗下墙体自重目：裕0.37穷×孕1.0帆×丙(8.1-0样.5)否×志13=36.垫56KN宿窗边墙体自重眼：跟(8.1-4妙.8-0.5直)会×蛮(3.6-0冈.8-1)煌×院0.37就×辆13=24.悔24KN恩框架柱自重：历0.5廉×腐0.5趴×肾3.6康×削25=22.床5KN访纵梁传来楼面仍荷载：碰4.05叮×展0.5凳×圆4.05贷×怒4.91=4能0.27KN霉Ga=2拖38.49K芳ND柱：营纵梁自重：墓渠辞问匹帜海48.6KN墙窗自重：堡（2.1绸×宗1.0晕×鸡2骨×疯0.45振）=1.89你KN轻窗下墙体自重另：乔0.37斥×穷1.8户×免(8.1-0五.5)计×睬13=65.池80KN性窗边墙体自重撇：伞(8.1-4岁.2-0.5欠)证×抵(3.6-0侍.8-1.8傍)拌×驶0.37胃×推13=16.住35KN化框架柱自重灶：芽0.5头×被0.5古×高3.6式×雕25=22.螺5KN为纵梁传来楼面仍荷载：舅（8.1霸×花2-3.9）搂×速0.5辈×腹3.9蹄×仔0.5颂×煤4.91=5革8.88KN棵Gd=21壁4.02KNB柱：灿纵梁自重：秧曲虚见蓄阁垮48.6K爪N奏次梁自重：放水帖该另柏负10.归8KN涂次梁传来楼面未自重：精4.91主×怕（7.2掀×净2-4.05绞）但×炕0.5非×疗4.05讲×驾0.5=51缴.4KN直内重墙自重：做（8.1粮-0.5锋）尸×惯（3.6-0情.8）丈×孟0.24晨×扇13射=66.39汽KN扛扣除门洞重加代门重：搭-1.0烈×娃2.2丙×铅2钢×德（3.568酬-0.2）=肾-14.82侵KN跌扣除窗洞重加蜓窗重：链-1.8讯×当1.0关×奸1厚×阿）=-6.0星6晌KN药框架柱自重：眨0.5壮×继0.5更×线3.6器×茎25=22.票5KN包纵梁传来楼面鹰荷载：坡4.05秘×带0.5街×父4.05允×鼻4.91=4控0.27KN铅（8.1惯×徒2-2.7）傅×没0.5指×剃2.7猴×桐0.5捡×勤4.91=4械4.74KN堂Gb=2总66.2KNC柱：脏纵梁自重：舟怒48.6KN盐纵梁传来楼面悼荷载：羞（8.1估×怪2-2.7）陪×绍0.5高×灾2.7诚×跳0.5慌×亦4.91=4饶4.74KN鸣（8.1兔×辈2-3.9）溜×屿0.5惊×执3.9蜜×讨0.5悬×对4.91=5焦8.88KN艳内重墙自重冻：报（8.1伟-0.5屿）饥×艇（3.6-0消.8）怎×固0.24刻×帅13眯=66.39编KN香扣除门洞重加端门重：文-0.9扑×阅2.2江×对（3.568刚-0.2）=帆-6.67K赛N拾扣除窗洞重加心窗重：罚-1.8凶×况1.0凯×罩1爪×透）=-6.0柴6腔KN国Gc=20豪5.89KN活荷载提雪载：0.5订0kN/m迎2调不上人屋面活竖荷载：0.5膊0kN/m镰2迫教室、卫生间尊：2.0k虽N/m黎2魔走廊：2.5晕0kN/m闯2婆（1）唉屋面框架梁线棚荷载标准值商根据《建筑结嫩构荷载规范》铅，雪荷载不可跟与不上人屋面绿活荷载同时组挽合。故屋面活样荷载取揪0.50喊kN/m证2跟p暑AB川=0.50扛×投8.1=4.粒05kN/记m睬2厕p测BC返=0.50档×轨2.7=1.涉35kN/诞m允2括p秋CD钓=0.50库×楚3.9=1.励95kN/m趁2烘将梯形荷载和琴三角形荷载转着化成均布荷载考AB跨梁锐：各q=(1-私2牺×α粗2魂+喊α廊3穗)贪×腿p灾AB聋=3.5揪kN/m价2效BC跨梁躁：村q=5/8六×律p扯BC竹×用2米=0.84鸽kN/m登CD跨梁眨：栋q=5/8亏×祥p征CD佳×案2=1.2梁2kN/m总（2）提三层、二层、亦一层框架梁线元荷载标准值传p唉AB堆=2.0览×骗8.1=16则.2kN/m妥2阅p何BC喜=2.50呆×是2.7=6.掘75kN/m澡2岗p诉CD轻=2.0做×悟3.9=7.经8kN/m缺2罗将梯形荷载和垃三角形荷载转症化成均布荷载窜AB跨梁脂：佳q=(1-中2败×α寸2就+烫α踩3慧)棉×幸p棚AB先×率2=13.9并9kN/m视2毛BC跨梁缎：易q=5/8沿×缺p芒BC许×队2=4.2悔2kN/m匀CD跨梁钟：童q=5/8狸×系p是CD铜×忍2=4.8讲8kN/m岸（阵3才）碎屋面框架梁集侮中荷载标准值息A柱：0.5节×贼4.05焦×哭4.05筒×尾0.5=4.掘1kN界B柱：0.5夺×深[0.5妨×金4.05散×稍4.05+（两8.1+8.有1-2.7）耻×较2.7/2栋×愉0.5]=8垄.66kN吴C觉柱：0.5锄×晶[(8.1+就8.1-2.很7)戚×歪2.7/2惰×绿0.5+(8愚.1+8.1擦-3.9)蜂×壮3.9/2异×金0.5]=1峡0.56k村N斜D柱：0.5盯×呜0.5梅×方（8.1+8捷.1-3.9弓）歇×稼3.9/2=栽6.00k懂N却（4）草三层、二层、票一层框架梁集罚中荷载标准值效A柱：2.0农×参4.05臭×坊4.05其×功0.5=16扶.4kN览B柱：2.5忠×亮0.5捞×葡2.7/2玉×窗(8.1+8燕.1-2.7之)+0.5泻×脂4.05错×百4.05候×轧2.0=39冒.18kN庙C跑柱：钟［膀2.5散×筒（8.1磁×格2殃-2.7）2婶.7/2+2启.0哄×久（8.1+8划.1-3.9况）帆×添3.9/2爱］咱×尖0.5=46雪.78kN械D柱：2.0悔×陷0.5浆×羞（8.1+8谋.1-3.9花）裕×巧3.9/2=负24.00诵kN蓄恒荷载电算图唱：剪力图剪力图轴力图轴力图聪蚂施煤素执两端悬挑梁弯品矩M以及剪力践V均加到相邻垃框架梁端；惑剪力V按照《定抗震设计规范慰》公式6.2肉.4.2V龙=1.1×(给M车bua效l士+M吩bua蝇r肤)/l退n浙+V枝Gb油进行调整；枪抗震设计组合剑中，有利系数桨为1.0，不底利系数为1.将2。晕表5-1梁内筝力组合（1）洗梁陕从楼层夕控制截面誓恒载驳活载表恒载呢活载酷恒载汗（调幅后）诉（调幅后）灿（折算到梁端怒）管M帆V碑M胆V板M停M袍V项M蝇AB谈4层左菜-102.5达2伸100.53怜-17.11目13.53课-82.01俯6陪-13.68禾8穿92.808券-56.49蝶38堵右国-106.5辨3宿-101.6辟4谅-10.41披-11.67提-85.22葱4叨-8.328糕-93.91劳8希-59.39翻655须3起左吹-158.5劝9田137.35乘-57.19弹50.71跳-126.8深72丹-45.75坟2弃126.98滩525疯-91.95译105625戒右淋-146.5键8惭-134.0慰2汗-54.73炸-50.02傲-117.2燃64揪-43.78慕4腾-123.6毙5525风-83.25浊880625歪2应左策-151.2录5孕131.62册-58.09厅50.67刷-121妻-46.47树2辣121.65瓶125夸-87.54汁590625摇右股-143.1瑞5伸-129.3友8结-55.89约-50.06及-114.5钢2叮-44.71里2辱-119.4邀1125松-81.68足190625驴1己左走-141.1碎4馋129.8颈-54.12援49.98点-112.9骂12录-43.29问6柿119.83妄125息-82.95间41875汇右孤-146.1岗6粥-131.2稿-56.92刊-50.75素-116.9受28餐-45.53狸6赠-121.2粥3125庆-83.58妥940625减BC邪4胞左辜-24.48叨19.06吊3.23茂-2.05偷-19.58落4床2.584只14.640的75磁-15.55和779375絮右愉-31欣-24.33深-5.37级-4.32服-24.8毕-4.296眉-19.91普075沃-19.32混454375条3疑左巷-6.9更6.69呈-9.78糕7.94棕-5.52盾-7.824旋3.0682陆5慕-4.676仅23125卷右例-36.84夺-28.87究-6.13垃-5.24同-29.47洗2临-4.904梦-25.24跟825偶-22.52耐873125掌2毙左鸟-10.76揪10.69锡-6.9牛6.74慎-8.608栗-5.52秋7.0682斑5扮-6.664策23125锣右扁-29.9虹-24.87灵-6.49原-6.43晋-23.92扑-5.192黑-21.24妄825篮-18.07舞673125侦1去左句-31.19傅21.99社-14.23沫10.71泥-24.95饮2牵-11.38荷4赵18.368减25锤-19.90益073125尸右徒-19.83彻-13.57渡-3.08标-2.46碧-15.86回4骄-2.464泼-9.948酸25计-13.12辜823125缓CD蛾CD社4爱左间-32.34模45.12雹-1.81候2.26雀-25.87领2棉-1.448抖39.334并-15.05钳515卸右由-16.4极-36.94窑-2.29屿-2.5兰-13.12焰-1.832壶-31.15衬4幅-4.552嘱65轰3轮左斯-43.6功66.07答-2.8回7.16掠-34.88贝-2.24步57.138净-19.16贺705边右霉-32.94问-66.6堡-6.96损-9.29迁-26.35不2奉-5.568仅-57.66富8免-10.49苍33容2馋左坡-40.41后62.31住-2.94验7.05组-32.32把8迟-2.352述53.774熔-17.54馋015盏右用-33.45险-58.74境-7.52孩-9.4鸟-26.76污-6.016脆-50.20知4慰-12.95仙39这1盐左茄-35.22烂60.9铺-2.28住7丝-28.17身6婚-1.824式52.364奶-13.77占59时右钟-33.77霜-60.16居-7.07典-9.46地-27.01己6犯-5.656芝-51.62惹4听-12.81吨94蚁AB昨4县中维77.44断8.92鹊98.345楚11.672畜3捏中蒜91.64分34.7疑122.15毙7因45.892建2兆中见87.7坟33.67扑117.14傍45.068矩1避中驳91.25孟35.14盏119.98绢46.244阔BC些4盾中鹰-13.27讽0网-7.722抱0.214史3匀中取-5.21习-3.32追-0.836征-1.729滨2兵中驼-6.04室-2.25肢-1.974城-0.911昏1种中抚-12.85毙-2.47踪-7.748允-0.739盈CD允4驾中绩15.63便0.27似20.504街0.68尽3刊中友23.48独3.24毕31.134耽4.216诸2意中龟22.08隙2.93匆29.466仪3.976岁1染中裤24.52后3.5绘31.419心4.435钳表5-1梁内风力组合（2）赵活载锻无震组合庄重力荷载代表霜值倾（折算到梁端关）弹恒控诱活控腐V脊M怒1.35恒+抱1.4煎×白0.7活好1.2恒+1自.4活劲恒+0.5活武V睬M梁V良M躺V盘M丝12.567神5召-10.23兼193锅137.60律695移-86.29迷3928雾128.96粮41为-82.11匙727滑99.091盯75错-61.60女976祸-10.70泽7料-5.383殊437赔-137.2太8265闻-85.46货1111魄-127.6宪921苍-78.81槽267评-99.27总175斑-62.08筛826蚂46.86项-32.86羽55津217.35孔28875岗-156.3律4211沾217.98剪63阵-156.3蝇529臭150.41不525蜘-108.3泉838制-46.17贯-31.08怀725鹰-212.1树8118抹-142.8雪6489淹-213.0检24扫-143.4淹327恐-146.7埋402君-98.80蒜243污46.82订-33.59晌65换210.11慢2787夜-151.1长1154卖211.52靠95侵-152.0静901连145.06搏125钱-104.3宁441轮-46.21片-32.00滚425桥-206.4丈9098乎-141.6漏3473循-207.9渡87仰-142.8示242桶-142.5盆162性-97.68表403遮46.13签-30.61预025商206.97必9587融-141.9柴8619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371.35旦465鹊-243.7慢366本121.23棋4怀144.35辈08嚷84.847多4舱205.34菊18修113.88榴48她210.80抢52术96.477苏6站242.93贸9买71.885发4塞-1.382疏15井-15.37欺085柄25.656奴7缴-29.39醒78纤16.766喂95丙-22.11寿185夕11.550劳85冈-29.40况935命0.6569可5哗45.199讲85疯-13.55刻475业86.687叶15似-22.41则215富91.610弓95屋-55.91券465舰129.91家495华5．2柱内比力组合趁根据强柱弱梁孟原则，抗震设榴计中弯矩按照于梁段取；洞剪力V按照《狮抗震设计规范和》公式惑.2V=1因.2朗×(M叉bua屑l贫+M盘bua乖r球)/H军n凑进行调整；膊其他组合方法斧同梁内力组合葵。默表5-5柱内伪力组合（1）忌柱路楼层车控制截面贝恒载号活载绩恒载嘱活载抹（折算到柱端林）论M阳V钥N衫M谦V妥N寿M蜘M导A霸4再上桨-102.5带2铸-47.48腔-389.0招8戚-17.11督-10.91撤-17.63在-71.65政8吧-10.01真85扁下桂82.66插25.45尚82.66懒25.45吴3霉上纹-75.94屈-42自-731.2蒜6形-31.74拆-16.93逐-84.74家-48.64煌-20.73驱55毯下遭75.28巡29.19昼75.28炮29.19各2冤上左-75.97睁-45.77贫-1062.扰37腹-28.9久-17.45关-151.8廉1撑-46.21造95滋-17.55缩75龙下模88.8报33.92域88.8吴33.92基1跃上轿-52.34竖-16.45丈-1391.桌65杠-20.2手-6.29风-218.1绝8贡-41.64留75虚-16.11货15己下泡26.61市10.01弃26.61况10.01车B捕4录上性82.05德39.85监-356.2燃7依13.64烛8.34猾-18.28避56.147李5桥8.219丽下艘-73.36想-18.9释-73.36荷-18.9防3趴上聋66.32激95.94择-765.1轰3稼26.05佣13.83更-115.4懂2园3.959姑17.060貌5嘴下恋-63.06撤-23.73涛-63.06娱-23.73余2评上脑69.33看39.61脂-1165.蠢71桂25.25址14.56择-211.4月43.583功5辩15.786泽下富-73.28寻-27.18普-73.28慎-27.18锄1莫上勿41.69抖13.17茫-1579.瓜42常15.51丸4.96西-312.0罗5郊33.129得5伶12.286软下症-21.54索-8.28忧-21.54致-8.28逆C蔬4患上贵-0.75节-0.77在-249.8放8三3.56廉1.32拒-17.13脾-0.249燥5法2.702廊下党2.24术-1.59阔2.24物-1.59晌3茫上旨-4.52裤-2.66虹-577.4膊9脊1.74修0.94禁-76.31集-2.791扒1.129偶下泽5.05饱-1.65老5.05里-1.65祥2错上设-5.46其-4.48涝-889.7勉1付1.9斥0.63看-136.5绕8无-2.548觉1.4905脖下辫10.68蛙-0.36安10.68帝-0.36邻1螺上惰-4.72居-1.32王-1189.培22杜0.45窝0.25恒-192.8捐3表-3.862辣0.2875名下喘1.61桌-0.77辆1.61份-0.77扒D偶4蜂上侮16.4蓬8.4岭-270.3槽5叶2.29闲1.25持-8.56药10.94句1.4775援下歇-16.35女-2.5蛾-16.35收-2.5尖3沾上弟16.59番8.72幕-548.6激1箭4.37缸2.16熔-41.8加10.922搅2.966延下肤-14.81著-3.39限-14.81富-3.39泰2裳上甲18.65驴10.64泥-817.3天5见4.13冒2.26雨-75.2炊11.734档2.661葬下渐-19.65幅-4读-19.65君-4计1膨上悦14.12安4.59卧-1087.宗49叨3.07蒙1.08勺-108.6歌6慌11.136赚5夏2.368颗下满-7.93惕-2.11历-7.93每-2.11烈表5-6柱内惑力组合（2）弄无震组合漫重力荷载代表瞒值班恒控多活控痒恒+0.5活耽1.35恒虽+1.4税×季0.7活米1.2恒+1言.4活液M而V甚N昨M汇V沿N车M两V弦N湾-106.5声5643府-74.78抗98钢-542.5广354愁-100.0妇155录-72.25湿-491.5叙78钞-76.66惜725圈-52.93毙5牲-397.8咏95管136.53帽2罢134.82艇2禁95.385桥-85.98胞479佛-73.29毫14肥-1070.裂2462集-87.39孕77您-74.10看2渴-996.1赏48刑-59.00避775众-50.46做5呀-773.6华3貌130.23爷42右131.20引2拴89.875何-79.60玻2675望-78.89恼05秩-1582.边9733汉-80.04钱39御-79.35定4幸-1487.岭378诸-54.99脊825爽-54.49惜5博-1138.等275己153.12峰16踏154.04召8海105.76套-72.01秩3395顶-28.37阅17域-2092.唐5439绢-72.53浙31奏-28.54赔6社-1975.至432吹-49.70万325干-19.59浙5稠-1500.红74迫45.733笑3义45.946俱31.615叶83.853掌745怜61.970剑7昂-498.8说789荣78.883伐6尺59.496骂-453.1若16钱60.257管44.02省-365.4虫1毅-117.5牢58搭-114.4承92尖-82.81腿22.063给94物143.07俩24挪-1146.淋0371超28.635份5券134.49促-1079.厌744效12.489恭25蛙102.85蹲5牌-822.8艳4有-108.3劫864迹-108.8穷94欣-74.92非5筝74.308稀005垃67.742育3洪-1780.须8805酷74.400摘6讲67.916睡-1694.租812滩51.476丑5桥46.89屑-1271.死41孙-125.5务644勾-125.9备88算-86.87滩56.765湖105膏22.640遵3嫁-2438.妻026粒56.955趴8牢22.748航-2332.哄174蚀39.272技5接15.65矿-1735.姥445涌-37.19巩34医-37.44缸-25.68驱2.3111抄35遵0.2541熔-354.1堤254煌3.4834糕0.924娇-323.8球38瓦1.1015句-0.11词-258.4耳45茫1.4658辨0.462摔1.445饲-2.661驻43舱-2.669伍8庄-854.3珍953邪-1.768滥6呀-1.876服-799.8嫂22桃-2.226源5抬-2.19举-615.6邀45竹5.2005耗3.75崭4.225歉-1.979养11壤-5.430奸6僚-1334.荐9569州-0.970跌9体-4.494俗-1258.的864劝-1.802慕75距-4.165凉-958馅14.065嘉2侮12.312积10.5牛-4.931六95泡-1.537闻-1794.阔4204勉-4.231付9电-1.234芽-1697.丛026勇-3.718心25薄-1.195清-1285.康635药1.4189雕0.854李1.225唱16.216废95戚12.565蹦-373.3疲613绿15.196凉5婆11.83招-336.4辣04慧11.678许75视9.025片-274.6呀3狡-24.52窃25陷-23.12圣-17.6绣17.651礼38蜜13.888嫁8睁-781.5强875戏17.258稻8御13.488衣-716.8炸52抽12.405别9.8绢-569.5请1雅-23.31茄57怪-22.51暮8堤-16.50从5散18.448击68问16.578乔8回-1177.腹1185税17.806智2哀15.932扭-1086.姓1或13.064甘5鉴11.77牲-854.9勇5鼓-30.44博75精-29.18切-21.65骡17.354项915抢7.2549巾-1574.密5983赛16.679序7.02聚-1457.兽112脂12.320吧5句5.13顷-1141.颂82粱-12.77仇33惯-12.47隐-8.985晌表5-7柱内康力组合（3）影左震姥右震岂左震狐右震陈M饥V蝶N吧M摘V掌N裙（调整到柱端寺）开M予M蚂56.02亡22.1其-11.43老-56.02柔-22.1炒11.43色41.655督-41.65樱5扑-30.17源30.17近-30.17蜓30.17芒79.2赵40翻-35.14羡-79.2浪-40粗35.14久53.2滤-53.2命-64.8锯64.8月-64.8离64.8母93.24喊51.8屠-69.81太-93.24钩-51.8健69.81本59.57劳-59.57捞-93.24倚93.24秘-93.24飞93.24弊134.09奔75.5档-117.7轮4教-134.0大9只-75.5香117.74气85.015尊-85.01局5弊-227.3鹅3膛227.33兰-227.3耍3及227.33华96.31外44.9西-25.47序-96.31咬-44.9城25.47钱67.125蜘-67.12询5斧-78.8挤78.8阔-78.8贝78.8材146.23狮81.3赠-123.3阔2纹-146.2碧3狗-81.3姐123.32意93.385跑-93.38票5晌-146.3贺4集146.34撞-146.3糊4训146.34养189.54伟105.3抢-258.6潮6疫-189.5法4咬-105.3望258.66谨121.09毒5伙-121.0添95际-189.5叮4疼189.54才-189.5扇4甘189.54拐242.29懒107.4计-432.1趟6崇-242.2先9桥-107.4妥432.16闹172.48彩-172.4茄8徒-273.2矮3离273.23傲-273.2哄3蓝273.23忧102.32蒸47.7傍-18.91骤-102.3痛2奋-47.7医18.91盼71.315递-71.31泊5皂-83.71筛83.71夜-83.71件83.71触158.4监88惜-71.21兼-158.4摩-88华71.21背101.2土-101.2私-158.4浆158.4死-158.4刑158.4岁205.02广113.9序-143.7娇3菌-205.0兰2余-113.9指143.73链130.98软5时-130.9汗85脊-205.0苦2唱205.02深-205.0桃2劝205.02抽275.28药114.7旨-229.0与7弟-275.2渴8跳-114.7鹰229.07海200.72胜5沃-200.7兔25羊-275.2啊8黄275.28尽-275.2睬8声275.28遭72.91亚32.8诱-29.43都-72.91误-32.8橡29.43税51.59四-51.59泽-55.01逃55.01抹-55.01抬55.01荣116.03愁58.6私-98.68青-116.0导3堆-58.6皮98.68衡77.94交-77.94肝-94.93法94.93永-94.93羊94.93秘136.62斗75.9妈-196.1双7院-136.6工2柳-75.9赴196.17罚87.285俱-87.28谁5深-136.6弯2碧136.62岩-136.6斗2婆136.62盟197.64秆91.5齐-332.2预6食-197.6如4车-91.5沿332.26巾138.16雹5抢-138.1隆65烤-241.5介6衔241.56兔-241.5毒6瘦241.56顶表5-8柱内翠力组合（4）塑左震惧右震舅左震泻右震傻1.3震+1蓬.0/1.2题重赤（设计值调整额）疾M掩V捕N斯M孔V笑N驻M剂V水M绍V怪-22.51丈5垦-24.20晴-412.7比54祖-146.1百52辅-92.25挎-462.6扭1煌-22.51乡5昌26.630旧0692伏-146.1赞5献101.48秧268砍56.164焦153.68宗3牢-8.41杠105.02饰10.152快2象1.535极-819.3迟12啊-139.9爽69积-112.5接-882.6呜7才10疮1.6843肺9830袋-124.9斩1言123.81斥872沿5.635伏192.09诸-34.93炸136.17断22.442阵7唤12.845遗-1229.扰02工-143.4滚38捉-132.7倦-1275.瘦1值34.93羊14.130梨2457离-136.1体7温146.00巧650工-15.45驴2阔248.12俯4喜-79.55坏186.85薪60.816平2相78.555数-1653.稀80忙-170.1堤63山-121.6翁-1647.害8常59.02消86.073乎0783禾-138.6扫3跌133.49贯239什-263.9蚊1未333.46拔7陵-303.5胀01代383.48柜7不159.57帅0括111.19传-398.5乐21虚-27.00爪55姑-14.35炸-405.3炮8枣159.57呈09让122.31仙4212液-27.00铺5墨15.784称323哗-201.8叫1血19.63嫩-144.1辫3淘59.97级136.38嗓7习229.11茶-983.1确56基-108.9同11君-2.835偏-827.0考92焦171.43渔155.31兽9850境-71.33桥83.610俊533被-280.1亏5柴115.31执7瓜-206.2隙1略117.8丽219.19重5捆193.15驾-1607.茶66搬-105.9哥47算-90叫-1189.仙4爽206.21醉212.48扮3196木-117.8篮98.992蔽169窝-350.6爸4投159.53慧2快-274.8和2幻188.01堂271.35于1枯158.4虽-2297.侵25感-184.9促51欧-123.9惠-1520.源7顺203.9孩174.24叛1590检-139.4罪9圈136.36伸567晶-386.0坐1浸329.51脸9梦-443.9凶17绒378.94陡6失93.811菌61.9敢-334.7断17盟-91.38誉77杰-62.14负-233.8纤6捉93.811蹄68.094惕7384侨-91.38叫7劫68.350姑513喝-107.3粗7标110.55驻7帖-102.7皇7匆101.84恶129.33掘3村112.21哲-831.3霉47油-134.2耗31瞎-117.0殿-523.0千7缩122.23锐123.43狗4355夏-121.1扩2境128.72爆677拍-201.6优9征210.99趣-164.7劲2汽166.46痰168.47途7乖143.90榨-1336.泉44伶-172.4足43印-153.0脚-771.1丑5轿164.72名158.28方9533颗-166.4恳6凉168.38替195倒-256.0趁2去279.12清6戴-243.8师6候247.25帆257.22立4链147.91识-1840.音55藏-265.4次04暂-150.5补-987.8添4钳180.92驰162.71办0740牲-183.4幻4渗165.59略331毁-356.6剩3扯359.33袍4定-410.1术34覆413.23拉4域81.081夜5租53.47买-367.8黄15哪-55.38扮825墙-33.61育-236.3悼7赵81.081趋5蛛58.795粗6769兽-55.38置8纹36.994链269刊-92.63罩3献53.913绑-79.17耽66.1