结构计算书一八

设计资料及说明设计概况设计项目名称：旺豪高层商务楼1号楼建设地点：宁波市北仑区建筑占地面积1334.2㎡，建筑面积15128.5㎡，建筑高度56.9m，设计使用年限50年。气象资料基本风压：0.5kN/㎡基本雪压：0.2kN/㎡（C类场地）抗震设防要求：抗震设防烈度为6度，框架抗震等级为四级,剪力墙抗震等级为3级，故此设计不考虑地震作用，不进行抗震设计。工程地质勘察资料见附件一图1-1结构布置简图结构布置结构布置及初选截面尺寸结构选型材料选用该建筑经过对建筑高度，使用要求，材料用量，抗震要求，造价等因素的综合考虑后，宜采用钢筋混凝土框架-剪力墙结构。省混凝土强度等挂级选用：梁，央板，柱都选用处C3钩5勒，驱主筋用谷HPB335处,归箍筋钟HPB235初选截面尺寸主梁尺寸骤主梁的跨度饥L=垄8800mm虎,躺取蔽L=去8800mm劣，搏h=(1/8匠~1/12)还L=赵1100mm羽~捐733.3m格m追李取玉h=茧800mm顿.b=急(1/2~1院/3)h=络400mm孔~愈266.7此mm绒兄取耍b=界300mm粉故主要框架梁鹿初选截面尺寸超为：主梁赢b天h=300决800mm胜,次梁尺寸链次梁的跨度斥L=悼8000mm饱,乘取厉L=逢800mm抱h=(1/考8~1/12年)L=洲1000mm福~嘱666.7m舱m搞槐取福h=帆700mm鱼.抬顽b=(1/2撇~1/3)h泪=穗350mm看~核233.3熄mm朽员取彼b=蝴300姿mm炒环次梁巴b鞠h=挠300嗽mm榴700mm楼板尺寸书=8.8/3园=2.99>六2问票此按单向板计算兆h蓝=恶=内75mm菜蜡遭由于荷载较大巾取板厚臂100mm框架柱尸按轴力估算：拒中柱：稳N=5估7.4链8鞠(侮10嫂~14点)=2960新洪k距N~414蜘4呈k抹N找贝略边柱：缓N=5愚7.4裕8辟(松10团~14雹)=1480博k斥N~207膜2剑k吐N炼亩庭捧眠=0.9乔=14.3皂×埋kN/信㎡卸中柱：必A州=葛=32198滩9.12喷㎡未=567.7链567.7m城m世教(魂2陵-建1)骑父边柱：悔A碍=女=16099辟.45伞㎡尿=126付126mm乐陵育芳故初选柱截面爱尺寸析秘边柱喜=蹲中柱：杏b×h=哪600mm汪×筐600mm剪力墙斯始塘多史(饰1%~1.太5何%锁)A=(1%火~1.5锐%午)耍1334.2谷=13.34厘~20.01刃㎡佩初选墙厚鉴2治4皇0mm计算简图核盲气假境三个假设：回1顽）平面结构假充设：认为每一社方向的水平力程只由该方向的形抗侧力结构鹰承担，垂直于牌该方向的抗侧累力结构不受力蝴。蹦2魂）楼板在自身阔平面内在水平院荷载作用下，病框架之间不产蛇生相对位移辛。白3体）不考虑水平娃荷载作用下的踏扭转作用。骆图州2蔽-1惩屿计算简图刚度计算糕梁，柱与剪力米墙的惯性矩，诊线刚度烂牌相对线刚度计耳算梁刚度计算格主梁聪E-F达惯性矩偏:捡=闭=谷=授1.536本mm必4歼暖贸(芹2.2)每E=3150堆0N/末㎡改智疯i齐=此=云=丈54981.壤8爸k鞭N丑·科m迈贴踩贪(乡2.3)述其余主梁的惯晌性矩，线刚度社，相对线刚度影与畜E-F敏梁相似见表刑2-1沿表兴2-1指梁线刚度斤梁线刚度仙L/cm磨H/cm劣B/cm松混凝土等级裕E/N/宰mm抽2破I嘱b深ib/果kN·m托3咱0平×请80塑600阔80托30歼C35扔31500临153600骤0鸭80640匹700阔80薯30翁C35味31500杠153600途0搁69120冷740嗽80辨30赏C35议31500拣153600买0昂65383.愿8攀880州80买30出C35租31500哗153600窑0齿54981.轨8芒馒540结80胡30边C35方31500往153600健0召89600钟3日0到×勉60英600呼60档30轻C35添31500乐648000勒34020门740营60狭30买C35锤31500平648000返27583.销8钩衫540灭60拜30缸C35下31500俭648000改37800柱刚度计算重主梁芳E-F蔽惯性矩狭：杜刘=孤=耍=枕1.08病mm键4遣过i=丽=防=守63000舞kN·m鲜其余柱计算见央表求2-2侧表惭2-2须柱线刚度批层数装H/cm锋B/cm算h/cm朵混凝土等级猛I仗Ic/cm3拘ic(赶kN·m鹅)胆14鼓50谦50炮460吓C35凡520833巷1132.2肤5绍35665.枪8详7--13昌50捐50长360串C35昆520833梳1446.7腹6蒸45572.经9祖2--6咬60温60丑360和C35歉108000站0度3000.0肌0判94500唉1辆60恋60垒540捞C35居108000醋0删2000.0稻0示63000头群房升课打锦勤2--6帐50超50绢360牌C35富520833侨1446.7享6葡45572.患9扎1丰50惑50伐540很C36东520833腐964.51址道30381.方9排E=3150鞠0浩N妄/占㎡条框架刚度计算败匆越标准层偷：锐荷K=贿谊墙疏荷洒斤旺冰叫醉仆(连2.近4)汁餐底层荡：糠烧善α男=迷县肥打伴有塞何鸣哈(时2.戒5)问框架刚度营：掩C隆F无=D显h俯=贺定典残最尖游马还流垄叨(辞2.夫6)弓表船2-3售框架刚度眨层数诊中柱辣边柱届总刚度敲Cf/kN委食屠柱牌K提雀i重c杀服怨/mm庄3挑C/kN拌违柱锻K辜博i蜓c脊敲/mm窃3赢C/kN腹1称柱让EC豆2.15价0.64辰63000.页00所536584补.94璃柱辞FB融0.87丈0.48狂63000.题00财602088远.61缺对柱烤D缠2.56停0.67特63000.杆00京281842倦.11豆柱遗A疑2.28钓0.65西30381.诉94爸131478浮.01碎观柱刻B567洞4.08己0.75岂30381.欣94边152614盟.78洋柱奥F67励1.81拍0.61胞30381.薪94继81864.林74区浩柱年EC67叶4.46爷0.77大30381.跟94超207391笔.69板士图索815431义.36董息柱拣D67失5.31暖0.79偏30381.小94岔107316烈.75摩中贿怖龙乳右阔毙128575够0.25基妥凝亏张阁210118梯2阴2--6吵柱酷EC化2.98屿0.60饥45572.胞92隐363407材.61爽柱弊FB辞1.21高0.38蝴45572.拨92稠342944帮.24掘泰柱从D砍3.54裹0.64梢45572.杜92卵194116胖.42幸柱揪A担1.52蛙0.43拍45572.规92叔131032备.30智奋柱黑B567苍2.72堡0.58剑45572.首92表175168产.21侨柱砍F67趣1.21瓜0.38馆45572.坐92甩76209.湿83环压柱秀EC67孔2.98谷0.60姨45572.控92跳242271活.74望斯蔽啊550186靠.37欣灿柱牲D67疤3.54丢0.64浪45572.们92疯129410睡.95巴间透堤抽耕决盾毙眯110437骨4.94土未伯宏宣悲165456纠1梢7--14雄柱谱EC凑2.98坐0.60蒸45572.易92胡363407嚷.61情柱智FB壶1.21清0.38括45572.挎92右342944望.24散酸柱浴D杨3.54薯0.64更45572.梢92姑194116齐.42乱晕纽杆攀辩见尿箭猫557524馒.04披已私缠拥版900468讯.3逮15渔柱刃D皂3.21绕0.62忙35665.披76傻57357.将96怠柱奸FB鸽1.61足0.45院35665.娇76兰70632.窜12掏127990伸.1扭筝博觉思57357.赵96急千液绩久70632.剂12境虽图顶2-21楚轴框架数据推剪力墙件刚度计算授如图辰2-淹2愧剪力墙计算刚他度。蚁选墙仍6瞧进行详细计算仆其余剪力见表鞭2-4思把剪力墙分成螺1绑，毁2疾，烦3舌和壮4欺三个部分。争孝=出=乓=饰1灭.32稳0.榆2粉4守=怎0.3168敢㎡挡押凶惠际薪=6温0.24=1粪.44呈㎡聋匙桑板产袭颤A=3巡0.3168所+1.44=排2.39秋㎡斑篮卵罗时桥慢艰仍=习=受=包=婶=凭0.046犯mm烛4哭船晕被客=罢=散0.0069驳mm抖4悬真伤傻使蛮吵Yc=杂=是3.11钞m抓龟枝辣奸珠=逗3.11-0痒.12=术2.988m雷蚊火=平0.11m称荷=切-2.77m块障=葛-0.71m崭具=陡+过衣董请惹障羊(突2-7)扬=3嫌0.046+驰0.0069死+0.316时8陵2.988疮-紧0.3168钢0.11脚0.318腊2.77同-1.44难0.71=土5.59盘mm豆4铅廉图氏2-2铁愁剪力墙计算模谋型借墙午倡墙肢盲1链2于3吴4挖5塌总和巷Yc偏I/m玉4跳墙杠6榴A址i显/m所2双0.3168拥始1.4400够竭0.3168虫并0.3168增握狸2.3904繁呀3.1087限妙5.5850骡凝I睡i著/m疑4零0.0460寺粮0.0069盯六0.0460婶祖0.0460能弯亚0.1449牲灿A懂i恨/陪总初A似0.1325繁削0.6024缺培0.1325倦0.1325草芹利宗I扛i级/限总牌I江0.3174张竿0.0477勉公0.3174丛全0.3174叮慰佩料A营i驻y胁i省2嘱2.8297菊况0.0170像拣0.1603悦叶2.4331款闹谊5.4401灾义墙邮7尝A爱i骡/m离2务0.6912陕谱0.1153宅刘0.9072厨裳0.3168垫循0.3360红极2.3665孙诊3.5783于膜15.715飞7恨I幕i艳/m恶4研0.4777鼻津0.0006册议0.0044写孟0.0460羽扒0.0459喘五0.5745逆待A茄i德/蠢总惭A障0.2921野挡0.0487落药0.3834易栽0.1339促闸0.1420絮东I驻i坦/涉总耀I生0.8315央艘0.0010扁消0.0076工验0.0801湾丰0.0799衡罚A伞i灾y达i动2茅8.2665亏承1.1068掠悦3.9693路册0.0185目口1.7801载慰15.141晓2唱墙作8浆A哈i握/m巡2嫩0.3168荒药0.1716窄苹0.8988霸睡0.3168摸苍录1.7040赌担3.4692励废7.7331驰糊I宰i盲/m帖4怠0.0460意丈0.0008诚镜0.0043翼炊0.0460蝶推额0.0971逝窗A追i病/男总搜A腔0.1859芦枝0.1007诱捐0.5275具练0.1859丈状预漠I埋i京/著总英I冠0.4736纵逗0.0085锈中0.0444业剧0.4736漆虽币比A但i诊y兆i膜2晌3.5537各贩1.5160牌恼0.7252兆拨1.8412摸积院7.6360者象墙穗9亿A含i/畜m武2桑0.0960出花0.7200悦勿0.3168挠孤穷1.1328锄功1.7690肉降0.7689究围I肌i略/m沫4凑0.0013侵尤0.0035暖忠0.0600炊柱那0.0647攻明A远i仓/姜总余A斯0.0847溉心0.6356愿晕0.2797倍销跟I结i忽/眉总廊I棚0.0198朋污0.0534贝强0.9268遭傅糕A府i摔y策i哈2拔0.2610累凡0.0521妇椒0.3910吨溜隐晶0.7042史2-4剪力墙荷载统计永久荷载屋面恒荷载省屋面：咱衣二毡三油现浇博保温层挠盐生γ顷＝胆2.8庭kN/杜㎡扁100mm脸厚混凝土板村描非千γ产＝娘25醒kN/前㎡捧迹院板底粉刷原晴喘牲博γ钢＝最0.36券kN/际㎡轮寨往锹闭屋面恒荷载为狭暮麻反仇围5.64蛋k赶N/m楼面恒荷载弃益楼面做法众采用棕《建筑构造灌通栽用图集》迈88J1-1纯第吧E15畅页，楼送15A坟驼大理石楼面否(曾有垫层送)欧。蜘葵其请楼面恒荷载为考舍痕谈4.26鞭k泽N/m门窗蝴铝合金玻璃门舟窗艰面军0.4信掠kN/穗㎡园木门事毒系肠柜0.2员艘kN/跪㎡梁和柱自重拍绿梁柱做法同取庙至《建筑构造卡同用图集》餐88J1-1捎第民E15欣页甚表窝3-1锹恒荷载议柱尺寸何柱荷载蹈/盼kN荷取构件毕kN/m毛梁尺寸阁梁荷载冷kN/m省4.6m僵50摊0怪×洁500昂58.19使顶楼墙荷年5.重64滩30鸡0词×锈600即4.17失3.6m具50储0长×即500旷24.80乓标准层内墙荷示4.18有30播0垂×搭800尽5.79蠢3.6m惭60低0友×荒600烫34.70公标准层外墙荷斯8.35尽犁5.4m晃60张0谦×胁600炎52.75禽挑梁荷载卵7.50吹喘活荷载推根据证《建筑结构荷阔载规范》渣GB5000轨9-2001难纠楼面可变荷载惯取屑2.0恰kN/词㎡海,墙上人屋面取会2.0炉kN/摩㎡协同分析风荷载诉按照规范规定变；风荷载计算停按下述公式计北算互:室鉴旋忧截樱违抢弟遣(长4-1)唇=搭BH旋嘴堆画遇是蹦悠(翅4-2)餐风荷载计算以常第一层为模板亚，拴建筑高菜56.9m矮首管第一层层高网5.4m挖买呆馆场地粗糙度类甜别椅B吓类着翁查《高层规范顷》屋=0.48页邮义=1.36爸京=z/H菠催禽=1.3溉发=0.5惧B=荐42.08浇m烫渗1.00拿=小=0.5壶1.3(1+朴1.36锁0.48尝0.1)=0围.69桐热受永=拿BH=5.4歼42.08烛0.69=1慕56.84撒k打N素尖杰手其余各层的风蛮荷载计算与第稿一层相似，纳各层风荷载舰见表屈4-1捞锣协同分析董当不考虑梁的贵约束弯矩影响倦时，计算内力辈位移所用的柄值与计算地震魂力时相同，取爪嘴蜂揪屋泪景倦山锁俭突餐（挣4-5尿）散额惨=合+贷+絮+禽=51.37弓3输盟吸诱（扣4-6竹）卫搜伸振=耻53.2×乘=只1.57余买秘全翅撒（虏4-7锯）灶碧啊哄M里0枝=59922梳.89攀kN·m鼓Vo田=恼2252.7灭4kN粥气各层总框架柱斗剪力可由上、茂下楼层处从V耳F徐值取平均计算裁锁园特各层剪力墙底阻截面内力捎M熔W午、愈V遍W忠崭均决见峰表斗4-2蔑中。另嘱诵叶默满钓层数缸高度烟/殃m已构仰裳耐触丑涝B灵/m姜H携/m头文F默i酒/kN吓F矛i选H时i谎(浇kN·m钥)统15胞56.8秒0.48粗1.36俘0.65僵1.00仓1.70臭2.35排1.30纯0.50神22.48溪4.60阔5.20膝51.71暑2937.3型1慢14敲53.2坝0.48醉1.36岁0.65第0.94仰1.70塘2.31效1.30硬0.50康31.28厚3.60待5.10积56.30休2995.3声7使13睛48.6欺0.48润1.36姓0.65欲0.86狗1.65乐2.21吹1.30友0.50旬31.28赤3.60绑4.73惯56.30禾2736.3吊7风12望45筝0.48纸1.36言0.65血0.79瓣1.62絮2.14欧1.30脊0.50主31.28甜3.60芳4.50校56.30古2533.6丝8央11服41.4总0.48蝶1.36宅0.65椒0.73图1.57址2.04恨1.30刑0.50堂31.28吉3.60客4.17撑56.30躲2330.9译9资10粉37.8性0.48塔1.36跌0.65聚0.67键1.53形1.96路1.30膊0.50纲31.28紫3.60舰3.90理56.30袜2128.2零9誓9汁34.2在0.48伞1.36扭0.65安0.60滤1.48谷1.87例1.30晌0.50裁31.28乒3.60厚3.60暗56.30育1925.6阿0丧8批30.6右0.48档1.36危0.65肾0.54狂1.42肌1.77食1.30拖0.50申31.28佣3.60哑3.27逝56.30献1722.9夏0吼7见27运0.48城1.36筒0.65芝0.48扇1.37巷1.68婆1.30虫0.50变31.28阳3.60此2.99欲56.30士1520.2渔1般6撇23.4茫0.48沸1.36贿0.65弟0.41种1.31绒1.58港1.30箭0.50诸43.28誉3.60记2.69疾77.90跌1822.9最5勺5誓19.8障0.48降1.36扇0.65楼0.35根1.25坏1.48既1.30息0.50溉43.28不3.60靠2.40灭77.90植1542.5车0挽4旦16.2座0.48耗1.36老0.65次0.29乱1.17毅1.36语1.30涝0.50氧43.28填3.60砍2.06维77.90讯1262.0事4些3致12.6池0.48克1.36惩0.65坦0.22枪1.07绵1.21势1.30坚0.50想43.28戴3.60荐1.69残77.90随981.59晃豪2锯9坡0.48车1.36士0.65杆0.16难1.00道1.10涨1.30寨0.50键43.28门3.60钉1.43康77.90硬701.14惜忘1脱5.4难0.48帜1.36躲0.65喂0.10躺1.00每1.06添1.30暗0.50连42.08键5.40拣1.38亮113.62狂匀613.53帅搏∑嗽真贯纵让吉裳明都错毒拘辱953.57胞平27754.香47快表黎4-1掘风荷载初步计起算中表橡4-2厨均布荷载作用维下内力计算辆层辈h盘/m雹H医/m再弊节鞭S芝H没贫C怨H最僻S铸H届舟CH筛卷括Mw怒(俯融)/M贤0艇Vw由(芹洪)/V0县V周F浙(钓话)/V0擦y筋(没量)/f捏H辈Mw/kNm容Vw/kN天V贩F/kN糖15过4.6耳56.8屡2宅1.00相2.00恋3.62咏3.75写3.62惹3.75幸0.00衔-0.22猪0.22兰0.40束0.00杰-468.0暑6惰468.06谨听14督3.6维52.2事2浅0.92邻1.84筛3.62脂3.75奖3.06吗3.21衫-0.03无-0.14须0.29糟0.37凉-1965.横74抹-298.0孤1手634.65探拿13汤3.6引48.6伸2暗0.86玉1.71施3.62裙3.75菊2.67六2.85丰-0.04粉-0.08催0.35然0.34年-2907.孕58雄-170.6扮0换750.87得依12羡3.6母45.0扰2勒0.79密1.58番3.62廊3.75朝2.33砖2.54稍-0.05贵-0.02涉0.39碎0.31书-3342.坛76追-45.92筐雨852.42轻渗11薄3.6漆41.4厚2朽0.73搁1.46达3.62描3.75歇2.03喊2.26届-0.05座0.04致0.43民0.28践-3278.容25古78.02盐937.32隔吉10呈3.6雁37.8幻2克0.67助1.33冠3.62蹲3.75丰1.76秘2.02文-0.04枣0.09符0.46拥0.25善-2713.彼04解203.20法只1003.5润5遭9值3.6此34.2蒸2戴0.60长1.20各3.62锤3.75室1.51级1.81怜-0.02鹰0.15摩0.48遮0.22包-1638.垄04静331.66稻坟1049.1距3格8敬3.6对30.6正2舒0.54药1.08跃3.62环3.75赤1.30闲1.64私0.00障0.21学0.49绸0.19律-35.99浴膜465.43主讲1071.9目8世7案3.6荣27.0堡2好0.48办0.95依3.62棍3.75邀1.10疗1.49雹0.03顺0.28州0.49奏0.16邪2118.8俭0灭606.67皇炼1069.9升5范6蒙3.6扇23.4估2增0.41胞0.82耽3.62欢3.75库0.92裤1.36霸0.07屯0.35善0.48亭0.13蜡4860.9刚3尿757.66拉绳1040.7碰9归5锹3.6构19.8漫2怪0.35绩0.70偏3.62糕3.75伴0.75饼1.25寸0.12五0.43遥0.45除0.10违8234.4墓1尽920.80魔萍982.06输咱4负3.6叙16.2页2冷0.29愧0.57谈3.62谅3.75判0.60挨1.17答0.18妈0.51远0.41况0.07注12293.荐39象1098.7阀2忙891.15属确3党3.6赛12.6替2割0.22蹄0.44尘3.62冻3.75悦0.46翠1.10锻0.25过0.60练0.35各0.05辟17103.应01买1294.2视8壶765.20悄们2凤3.6桶9.0控2辆0.16帽0.32焦3.62敌3.75兰0.32革1.05据0.33龟0.70些0.28捷0.03愁22740.群46兽1510.6李1努601.08社检1饰5.4久5.4雨2浴0.10掏0.19搜3.62中3.75灌0.19语1.02骤0.43押0.81节0.18希0.01章29296.匆23针1751.1滩8见395.31刊传浇0.0各0.0违2乱0.00海0.00敬3.62惧3.75肝0.00府1.00弱0.60绢1.00缝0.00些爽41086.锯34果2166.0化7切0.00屯，荷载标准值已计算秧恒荷载标准值椒计算兆由于桃L/B=7.兄4/3=2.妈47>2牧屋面与楼面荷柿载按单向板分绑配梢放肤详细计算偶14治层玩B-C愚梁恩B搭柱井嫌次梁及板，对于其他各柱叹喘梁孝伙板经行列表计岁算。恒载见表但5-1继，活载见燃5-2懒。荒躲惨屋面恒载笋愿侦万乏5.64坑kN/说㎡坚品偶梁自重戏h烧=蠢600mm萄怪主4.17似kN/梦m汗雪哈踏吓H控=勺800mm女久司5.79比kN/谷m退奸丹女儿墙唤呆惹钉狸颈5.52经kN/星m故磁被挑梁荷载亮斑青决兴7.50读塘kN/拒m漂图宅5-1冷荷载传导昌爆板传至次梁力蹲燕遮=5.52贼2.8疑7.4=11璃4.37kN陕店乖=5.52腐3燃7.4=12拿2.54k糕N咳去安梁传至蛾1星轴主梁力论=58.43道/2+62.剑6/2+4.禽17尚7.4/2=舌75.93漠kN该体梦=62.6起0舌2/2+4.井17希7.4/2=少78.02摩kN莲坐主梁垫BC陪如图柜5-1进图毛5-1B-路C孝恒载撞活荷载标准值吵计算论根据《荷载规白范》可查到活秆荷载：晚技身q=2k化N/才窗升板传至次梁力圆甜稼大=2粒2.8联7.4/2=弦20.72叹kN淘红邪万=2灰3通7.4/2=罗22.2装kN堵群喉梁传至柱力歇脾愁每=20.72透/2=10.责36床kN流赖骡隐=22.2/却2=11.1裤kN剥听串梁传至诚1衫轴主梁力犹毁爸驼=20.72仿/2+22.体2/2=2逝1.46首kN呼喉泥疮=22.2愉0文2/2=78另.02极kN酷触全主梁哄BC职如图统5-2嫂图钥5-2B-丝C再活载瞎其余梁计算方腾法相同，经过配统计框架的受偶力情况列于表乡5-1侮、表辞5-2录表苦5-1迎主梁受次梁的灭恒载涌楼层千梁弊l程1胆/独m桌l虚2文/财m粥屋面霉kN/策㎡漆自重枯kN/秆㎡践墙荷桃kN/恭㎡棕L/受m拔f/酬k竖N/m滑F/日k桥N荷肢反浩力屈/KN适14僚次烦1万3袭3闸5.64性4.17历7.4界21.09尤156.04莫氏78.02辩次尼2似2.8阵3它5.64乒4.17异7.4雀20.52姓151.86临叔75.93喘次失3汤2.8光0讽5.64锹5.79惹5.52另7.4粪19.21扣142.15闹宁71.08支次血4富3恳3订5.64差5.79费0让7.4抢22.71竟168.08具咐84.04简2--13朋次网1膊3绢3芬4.26橡4.17民7.4刊16.95割125.40君约62.70秀次贸2坟2.8宁3虚4.26秋4.17如7.4烛16.52照122.25燥于61.12余次创3钟2.8毕0刘4.26愿5.79者4.18压7.4廊15.93阔117.91未何58.96浑次仁4登3泻3哭4.26荐5.79久4.18仆7.4碗22.75衰168.35忙伍84.18供表村5-2键主梁受次梁的孕活载蛛活载彩l泄1垫/陆m凡l委2生/竹m字楼面屋面宰/赤kN/肉㎡搂L/四m行f添kN/农㎡掏F/迈k宁N央肢反鼓力捕/产k籍N辩次奸梁监1温3存3缴2逢7.4其6刺44.4跳22.2泪次榴梁冒2莲2.8雕3查2困7.4微5.8拐42.92汗21.46绣次弯梁抛3储2.8层0辆2田7.4竿2.8哑20.72喉10.36院次遣梁执4站3柔3愈2忽7.4亦6飞44.4李22.2框架内力猎摇补恒荷载对主梁幻产生的弯矩，洗以来14股层暂1确轴辱CD租梁为例：田两端固定弯矩惹剪力：修均布荷载：弯别朋俗根难迈挑（特5-1葱）矿拨冷晶坚锅挥漏是夺拾（愁5-2华）挎弃舅集中力：袜诉睬边蓄概领珍叔铅（包5-3抬）昌破郊晶律翁完灭鸣霜（痕5-4社）屿由上述计算方磨法，经过统计换框架的受力可筐列表市5-3冶恒（活）载作俭用下梁弯矩，沟表洲5-4赚恒（活）载作泊用下梁剪力疼表涉5-3迷恒（活）载作橡用下梁弯矩车禁恒载淡集中就1/偶k煌N芹x华1迷/颈m串集究中惊2田/感k调N驼X派2伤/施m宿均觉部搞/列k溜N/M帜M监1井M越2正M付中叨1龄4节层迁F-E固75.93揭2.8葵78.1务5.8哄19嫩-272.9直269.29盈乌138.79足曾E-C脆78.08签3惹昨19知-115羞115.00苏校86.78万2-1廉3茎层巡F-E吐61.12考2.8砍62.7警5.8叙22石-261.5域258.53伤华132.54居怨E-C逃62.7玩3清予予22适-112链111.96奔缺79.49卸活载蜡F-E慰21.46蚁2.8臂22.2误5.8船0溉-42.91陕41.99弟22.22窑E-C住22.22尚3统席凝0亿-16.67鞋16.67乌16.67核表尝5-4吃丸恒（活）载作公用下梁剪力但另恒载侍L/m价集中肠力例1/殃k泡N瓜x桐1企/航m志集中袋力剂2/丘k臂N镇X寸2霞/网m吹均泻部死/我k拉N/齿m由剪讨力惨f年端神剪穷力冠e勾端饶1母4阁层盾F-E讨8.8您75.931肺2.8册78.1课5.8谢19琴160.76论踪158.81各疏E-C治6装78.081专3撒斥19碧95.48骑95.48认2-1免3矛层老F-E母8.8沸61.124疯2.8另62.7洪5.8昼22窃157.95副晃156.36暗唯E-C递6罩62.7判3损针悔22泽96.29趟96.29益活载北F-E阵8.8辟21.46梦2.8每22.2历5.8眠0如22.10症21.58绸E-C干6时22.22拼3擦哨默0恭11.11恶11.11内力分析内力分析润由于该工程为疤高层结构在竖宴向荷载作用下吐，分层法的两壮个假定；侧向常位移比较小可呀以不计侧向的田影响。每层梁狸的竖向荷载对正其他各层杆件部内力的影响不纺大。辽分层法的基本嫌计算过程；首修先橡追荷载在本层结普点产生不平衡然力矩，经过分剑配和传递，才嗽影响道道本层今的远端，然后沸在柱的远端在拌进行分配，才悬影响道相邻楼半层。避用分层法计算描内力。分层法演计算时，假定愁上下柱的远端叮为固定短，而蹦实际上是弹性家支承。为了反皮映这个特点，挣使误差减小，荷除底层外，其阿他层各柱的线务刚度乘以折减占系数能0.9眠，另外，传递堆系数也由煎1/2红修正为背1/3眠。滴内计算过程榨:识恒荷载见附表宽1览活荷载见附表域2弯矩调幅嗽凝刚劲混凝土结员构由弹塑性材餐料组成，在局更部出现开裂或兼塑性角后，会薄导致塑性内力彩重分布。有一振些由弹性静力菊计算的内力需稍要进行局部调宿整，然后进行谋内力组合。倘渗在竖向荷载下渴，梁端截面往疏往有较大负弯锋矩，负钢筋配晌置过于拥挤。曾设计时允许进天行弯矩调幅，圆降低负弯矩，五以减少配筋面糕积。际先对恒载作用茫下梁弯矩调幅锹。调幅值为傍0.85么。快则拉调幅后蜻活载作用下梁权端弯矩剪力表士6-1墨，会6-2除随恒载作用下梁广端弯矩剪力表劣调整为表偏6-3凡，租如下颈并对恒荷载，稿活荷载的弯矩高剪力进行统计议并作图如下；韵图菜6-1恋恒载作用下主工梁弯矩歇图枪6-2纪恒载框架剪力丈图裳6-3徐活载框架弯矩寇图捧6-4许活载框架剪力掀表奔6-1疮活荷载梁弯矩喉于剪力虚梁巴BC循L波/责m温左端弯矩读/错kN·m擦右端弯效/北kN·m蜻跨中弯巴/文kN·m租左端剪力街/kN躺右端剪力悄/kN健14朴6干-19.67逃拖26.13冬22.22腐22.10但21.58需13般6布-26.97谈陈29.76奔22.22戴22.10潜21.58慧12腐6咳-26.97依肺29.76查22.22运22.10悲21.58谦11钓6爱-26.97形营29.76错22.22盛22.10麻21.58木10谢6缓-26.97剥沙29.76尺22.22金22.10攻21.58蚁9给6长-26.97稼自29.76土22.22杯22.10离21.58世8仪6催-26.97雕豆29.76多22.22壶22.10伪21.58愿7笛6影-26.97休腿29.76妨22.22蚕22.10长21.58算6月6漆娘-30.99威匠32.14排22.22鼠22.10孩21.58延5猴6与伞-31.97顺爱32.78窗22.22巨22.10捕21.58柔4滩6哭贷-31.97筛魂32.78役22.22逃22.10鲜21.58盐3溪6.拦-31.97限危32.78颤22.22颗22.10边21.58芬2瞎6摩-31.97暗端32.78泻22.22白22.10杯21.58卡1爷6课-31.97宿悼32.78丘22.22抹22.10锻21.58辉表衡6-1宋活荷载梁弯矩销于剪力惜梁抵CD城奶L成/膝m导左端弯矩阴/kN·m巡右端弯矩合/kN·m螺跨中弯矩民/kN·m湾左端剪力扬/kN道右端剪力湿/kN恐14计6催-22.54刻传19.60啊16.67徐11.11讽11.11稀13虾6掩-22.56建饶19.61寒16.67产11.11响11.11株12土6追巨-22.56弦椒19.61工16.67硬11.11屠11.11理11景6灵-22.56猜宁19.61运16.67呈11.11枪11.11蝇10仙6黄-22.56营线19.61提16.67您11.11地11.11援9浆6坡迹-22.56马掉19.61其16.67木11.11胸11.11炕8徒6注-22.56湖蛛19.61暑16.67方11.11租11.11再7锅6虹意-22.56数晚19.61妥16.67齐11.11厕11.11础6悼6掌-22.04钢先19.35鹿16.67间11.11即11.11但5物6柄还-21.50提嚼19.08战16.67匙11.11谊11.11堂4索6膊-21.50泥巩19.08诉16.67唐11.11业11.11层3快6劳-21.50蔽蛾19.08健16.67制11.11窗11.11各2获6仪溉-21.50恢听19.08愈16.67退11.11永11.11觉1构6屡-21.50培酱19.08骂16.67述11.11农11.11茫表背6-2宝揭恒捷荷下载梁弯矩于剪把力士梁末魄层渴L血（躲m障）爽左端弯矩茫/kN·m街右端弯矩楚/kN·m稻跨中弯矩桐/kN·m泪调幅后左弯极/kN·m瞎牛调幅后右弯换/kN·m鹅倚调幅后中弯海/kN·m丙左端剪力掠/kN徐右端剪力颈/kN菌梁朽BC寺14夜8.80齐-125.1拾3伍170.50什授138.79俊阔-106.3遭6带144.92换忽166.55犬戴160.76孩柴158.81缠简13秋8.80咬-164.6新5席185.45挥比132.54量扮-139.9猫5搞157.64拢忘159.05妖映157.95绪尺156.36梨我12堆8.80孟-164.6敬5肠185.45栋莫132.54表扬-139.9杨5低157.64个堂159.05打仿157.95自高156.36盖践11病8.80智-164.6聪5乞185.45贫灿132.54驾劝-139.9知5良157.64阀姥159.05菌重157.95继报156.36猜储10要8.80息-164.6见5零185.45舟谊132.54卷背-139.9夫5笋157.64肉尘159.05萄扬157.95客东156.36绣记9拼8.80插-164.6译5朵185.45壤我132.54福谱-139.9心5栋157.64贯埋159.05株慢157.95蹄库156.36态党8名8.80目-164.6尝5笛185.45泪箱132.54螺寇-139.9在5所157.64季素159.05惕哭157.95路忘156.36肤貌7仓8.80碍-164.6面5摘185.45偷咸132.54税蚕-139.9更5晋157.64筹窑159.05竞近157.95景盾156.36首圆6友8.80桂-189.2长1冈199.62棍年132.54升绢-160.8签3输169.67许懒159.05获萄157.95池词156.36及筝5痒8.80绒-203.8枯7撞209.09邻详132.54骂险-173.2北9倾177.73记罚159.05桐侄157.95毛昆156.36嚷吴4态8.80参-203.8佛7蚕209.09蛮而132.54犬图-173.2邻9誉177.73瞧橡159.05京俘157.95兽最156.36巷乏3今8.80斥-203.8续7帜209.09立钢132.54镇希-173.2斤9啄177.73乎弄159.05焰港157.95鞠被156.36甚切2肢8.80腰-203.8叠7匠209.09洒孕132.54验负-173.2奏9伏177.73伍史159.05跟呆157.95冈飘156.36拌顿1岁8.80滨-195.2里1丧201.77尝骑132.54阀绞-165.9什3落171.50染绞159.05愿轧157.95追末156.36鸦游表爸6-3世和恒指荷搬载梁弯矩符及登剪力像梁将伍层膊L螺（宗m途）其左端弯矩棕/kN·m狐右端弯矩简/kN·m屑跨中弯矩久/kN·m切调幅后左弯锤/kN·m索届调幅后右弯即/kN·m医栽调幅后中弯蔑/kN·m压揪左端剪力垂/kN孕右端剪力令/kN浸梁晋CD我14致6喘-149.4烫5薪132.23借明86.78珍-127.0杀4庸112.39劈每99.80餐95.48控95.48勺13病6车-164.6委5鞋185.45腿漠79.50拌-139.9催5浩157.64红柜91.43帆96.29抽96.29紫12液6尾-164.6浇5角185.45河剃79.50严-139.9痕5享157.64辱虚91.43克96.29梨96.29虑11谷6似-164.6泰5严185.45优垒79.50育-139.9猫5声157.64末留91.43隐96.29乖96.29肚10荣6序-164.6吸5午185.45舒迫79.50挂-139.9菌5肆157.64经辅91.43伟96.29状96.29注9棒6安-164.6准5米185.45偶忧79.50效-139.9丑5冰157.64钢嗽91.43绵96.29双96.29垄8鸦6揉-164.6卡5份185.45弯砌79.50政-139.9散5锡157.64召讽91.43松96.29嫌96.29尊7臣6柿-164.6武5辛185.45厉拖79.50始-139.9俱5慕157.64日损91.43归96.29扰96.29答6窄6溪-142.4头6责127.23饮奋79.50典-121.1薪0州108.15占颤91.43筒96.29恋96.29或5阀6迷-139.4驳9贪125.75缎芳79.50旬-118.5脉7编106.89悠骂91.43兽96.29脱96.29气4仇6嫩-139.4蒸9吧125.75史篇79.50个-118.5辜7遭106.89燃开91.43络96.29蓬96.29搁3辰6帅-139.4条9掘125.75皆疗79.50悉-118.5嫌7彩106.89肥检91.43擦96.29妙96.29卸2肿6喷-139.4匀9倒125.75都遮79.50折-118.5规7誓106.89呆绞91.43屑96.29骄96.29急1氧6取腊-139.4就9族125.75和歉79.50搜-118.5指7为106.89门挪91.43在96.29拔96.29谷图服6-1攻恒载作用下主哄梁弯矩挪图老6-2鲜徒恒载宏梁涌架剪力蛛图伞6疤-棋3序翠活载框架弯矩娃毕业设计栽\\秘表格愚\\滤赵志东的自制葱\\D夜值法饲03.xls您""己水平力弯矩图殿!R10C3全:R83C1友3"\a丰\f5\枯h\*魄MERGEF缩ORMAT腰图邻6尸-补4阁犬活荷载渔梁蠢剪力柱受力爬活载梁、柱端钟剪力的计算闸率D丘端剪力为浮:V哀de拔=梦－蜘（粗M猪1毛+M讯2唉+M宗4模-M辛5挺）罩/L朵E警端剪力为：姿V究ed瓣=律－带（干M造1阅+M亏2言+M相3芝+M握5膊-M刺4烛）排/L陵柱剪力：以绢14迷层疼E2沃柱为例。崭V13=V1丹2=(M13卡+M12)/办3.6赴哗管站巾虫图寇5.11形活载柱剪力计洪算简图阀活载作用下其跌它各构件的梁卷端剪力、及柱貌端剪力的计算豆方法同上，具床体的计算过程牛略。柱端剪力俭的计算结果整黎理见表怜6-4效表猴6-5青表它6-6带。按表谈6-4醒乔恒务荷载幅BF哈柱受力识B需、灭F慰层次古上近端同/县kN·m厘上远端蒜/躲kN·m做下近端奴/霸kN·m伙下远端拾/负kN·m烟柱顶弯矩吗/猾kN·m伏柱底弯矩峡/摔kN·m组柱顶剪力扫/kN勾柱底剪力朝14胃才125.1斯41.7邮125.1拾41.7怜-46.3执46.3拥13剃82.3躺27.4固82.3赛27.4教109.8乱109.8够-61.0高61.0途12丧82.3饥27.4仅82.3乱27.4便109.8寸109.8合-61.0里61.0材11恐82.3往27.4网82.3稀27.4橡109.8卸109.8里-61.0面61.0恳10扑82.3召27.4牺82.3习27.4核109.8臂109.8享-61.0畜61.0哗9链82.3筹27.4耐82.3京27.4灯109.8缘109.8洗-61.0惠61.0茂8亿82.3姜27.4澡82.3露27.4贿109.8才109.8坏-61.0愧61.0渔7伞82.3您27.4丸82.3龄27.4桶109.8坟109.8校-61.0窄61.0帝6己61.6拖20.5将127.7方42.6献148.2填104.1闻-70.1岭70.1呼5提101.9问101.9寻0.0陆0.0亩101.9似101.9伍-56.6求56.6赛4萌101.9扒34.0胞0.0钻0.0锐34.0惜101.9围-37.8声37.8舞3览101.9精34.0兴0.0呆0.0鹅34.0差101.9择-37.8度37.8耍2傲101.9踩34.0诸0.0朴0.0虹34.0时101.9畜-37.8拾37.8润1眉117.1碌39.0赵78.1隙39.0铜117.1研156.2这-50.6数50.6症表宏6-5却恒舍荷载扔D英柱受力门D较层次趋上近端急/注kN·m膜上远端座/智kN·m朵下近端驾/文kN·m恳下远端侄/养kN·m辆柱顶弯矩续/默kN·m库柱底弯矩码/kN骆柱顶剪力系/kN役柱底剪力辱/kN艘2-14岭瓜0.0梢0.0易0.0哈0.0徒0.0志0.0脖1艘0.8慕0.3膀0.5青0.3必0.8醉1.1月-0.3吃0.3裳表盼6-7筒恒孟荷载好CE太柱受力兵C撞、罩E支层次嘱上近端雾/和kN·m筒上远端旬/左kN·m匆下近端楼/慌kN·m窗下远端粘/貌kN·m谷柱顶弯矩疼/聚kN·m劫柱底弯矩辅/奉kN·m杯柱顶剪力辩/kN秧柱底剪力畏/kN唇15镇阀事巷盆圈14众抓巧21.0魄7.0农21.0宰7.0茫-7.8从7.8赢13红20.2暴6.7诞20.2些6.7价26.9犬26.9血-15.0惠15.0分12率20.2修6.7耐20.2免6.7喝26.9溪26.9秤-15.0椅15.0蛋11库20.2蠢6.7屋20.2湖6.7凯26.9苦26.9则-15.0貌15.0崖10陷20.2慕6.7假20.2邀6.7傲26.9坐26.9银-15.0天15.0艺9榨20.2扩6.7茶20.2绝6.7暑26.9望26.9证-15.0铜15.0个8足20.2漠6.7诚20.2后6.7现26.9泳26.9辟-15.0各15.0凶7持20.2供6.7唇20.2仗6.7如26.9李26.9拔-15.0选15.0睬6幸18.6绵6.2掉18.6阳6.2结24.8葡24.8跨-13.8梳13.8悦5妨34.8敏11.6驰34.8筐11.6恰46.4浩46.4拐-25.8殿25.8友4灾34.8胆11.6党34.8纸11.6术46.4剖46.4抗-25.8卵25.8涝3春34.8就11.6舞34.8扮11.6园46.4忌46.4碰-25.8潜25.8槽2披34.8欠11.6丧34.8离11.6宋46.4倍46.4寇-25.8鸭25.8柏1遍36.5爱12.2渴36.5滴18.3喜48.7评54.8级-19.2艺19.2刮表曲6-7捷活痰荷载锣CE弃柱受力菜B弓、条F鞠层次弟上近端邀/什kN·m雹上远端挎/亚kN·m盼下近端失/庸kN·m捎下远端趟/塞kN·m搞柱顶弯矩翻/常kN·m攻柱底弯矩浴/菌kN·m骄柱顶剪力磨/kN关剪力是/kN径14兼焦19.7修6.6尺19.7脏6.6亡-7.3投7.3拣13烈13.5震4.5何13.5泛4.5石18.0为18.0贸-10.0摄10.0寇12也13.5狠4.5瞧13.5滴4.5排18.0住18.0豆-10.0葬10.0项11饺13.5供4.5提13.5社4.5标18.0投18.0蒜-10.0虑10.0疼10驳13.5凳4.5筐13.5汉4.5平18.0岗18.0校-10.0贤10.0俱9拾13.5啦4.5椅13.5座4.5贞18.0购18.0芽-10.0窃10.0黎8阴13.5赵4.5摩13.5怒4.5你18.0辛18.0讲-10.0俗10.0缓7陡13.5词4.5顺13.5升4.5练18.0胃18.0定-10.0观10.0碧6察10.1摔3.4毒20.9痕7.0贤24.3抬17.1阅-11.5敞11.5术5涌16.7蜂5.6克16.7炊5.6世22.3摔33.4伯-15.5悔15.5竹4陷16.7逮5.6掩16.7洪5.6暮22.3换22.3炉-12.4中12.4订3考16.7浅5.6饮16.7努5.6抗22.3慢22.3栋-12.4汽12.4胶2阀16.7牵5.6付16.7脊5.6截22.3省22.3扶-12.4派12.4射1倘19.2因6.4芳12.8格6.4葱19.2搁25.6者-8.3淹8.3挣表惜6-7与活茅荷载大CE羊柱受力灌C泳、苍E挥（活）层次其上近端想/kN·m条上远端拣/kN·m股下近端阀/kN·m肯下远端喇/kN·m宋柱顶弯矩涌/kN·m椒柱底弯矩播/kN·m望柱顶剪力闲/kN巧柱底剪力设/kN水14属抚3.6拖1.2所3.6瞒1.2逼-1.3傻1.3童13津20.2拿6.7盾20.2霜6.7虾26.9适26.9严-15.0遣15.0狼12宴20.2达6.7煮20.2岭6.7胁26.9由26.9怪-15.0羊15.0熟11披20.2戏6.7挣20.2张6.7仆26.9莫26.9利-15.0啄15.0啊10女20.2付6.7倘20.2璃6.7窃26.9细26.9挤-15.0瞧15.0绳9穷20.2钓6.7交20.2蛛6.7悠26.9嫌26.9酒-15.0占15.0认8补20.2陷6.7枯20.2芝6.7嫁26.9阳26.9糟-15.0柿15.0培7斧20.2束6.7格20.2锻6.7猎26.9援26.9愈-15.0技15.0确6广18.6寄6.2顾38.6画12.9酷44.8炕31.4顶-21.2托21.2傍5惑6.1总2.0炭6.1举2.0浙8.2膝8.2阁-4.5箱4.5止4因6.1腥2.0闯6.1录2.0颗8.2央8.2淡-4.5示4.5惊3冰6.1刮2.0脊6.1沿2.0截8.2盆8.2丝-4.5疲4.5拦2厚6.1踢2.0敢6.1勾2.0锅8.2棕8.2彼-4.5欢4.5敲1妈6.6裙2.2格4.4倍2.2券6.6博8.7望-2.8断2.8艰D挣柱受剪力弯矩疗均皮为陪0帆。树骄D垫值法求巡风荷载虹喘耐计算水平荷载答作用主要有反筐弯点法拴和适D茫值法，两种方血法计算步骤呢基本串相同，西而评D惭值法计算简单消，实用。精度宵比反弯点法高兽。客风荷载作用下携的弯矩惜高层建筑结构止在风荷载作用侨下的计算采赌用请D顽值法。风载下锻弯矩求法如获下稻社标准层窝：嘴屠勾龙废友村邪禽咏厅（铁6-爆1谜）焦错晌滩虎震羞筋尾（槐6-晚2暴）葵底层叶：裁村通燥田耍强众钱信犯（弊6-撑3燥）乎仅司端廊怨句患龟只（钻6-买4选）茧框架刚度：剧知=Dh=秃瞎丢茶仁邪顶凳（绪6-地5秃）脾廊角郊沸捏鄙暖桂航（暖6-徐6缸）减乎尚凶抵卧配耳便顽凯（油6-骗7这）显如坟：御1性4坚层增1浓轴拿C脂柱肌励虎议=唐=1.26睛萌夏婆=哭1.26绪/表（栗2+1.2恳6罗）笨=0.38掠6比巷歇趟=D里=此=0.386缸×4.56×狂10蛮4迟×12/3.吸6=5.87槐×10袄4拿=福5.87×1踢0估4走/1.16×利10提6依=0.05办1才（其它柱同理拖）。D值法融董搭的计算过程如下稿各表印轴只层次币h盲/m坊D扁/朱∑偿D后K盈a1潮a2雾a3伞y0恳/m饶y1州/m暴y2重/m乏滩y3呢/m窄y育/m屯VF/kN然Vi防/kN块V玩/kN懒M捆上肃/kN·m树M绿下刺/kN·m弄M励结瓶/kN·m召B既轴昌15勿4,6留钟配惑0.1纽略挖静491.48赏熟吓讨瓶的14桶3.6居0.0366垂1.21属1廉1富1拍0.35喂0殊0.00捡0.00爹0.35坛494.87穴增494.87送忍18.11促42.38党-22.82金纹42.38肝13摔3.6厉0.0366呀1.21舅1母1碗1细0.4饶0铁0.00愤0.00束0.40由497.83幼傲497.83蕉窜18.22野39.36亭-26.24坟猜16.53湖12韵3.6义0.0366伐1.21麦1贷1蜻1强0.45哨0鸦0.00款0.00胖0.45写510.57茄非510.57棍考18.69墨37.00餐-30.27散腥10.76泛11瞧3.6着0.0366忽1.21繁1芝1壶1在0.45轻0掌0.00任0.00叮0.45封524.89桐巴524.89习叨19.21球38.04趟-31.12倦索7.76境10至3.6左0.0366脱1.21惠1衡1向1牵0.45偶0渗0.00挑0.00冠0.45扁538.28割系538.28静博19.70坟39.01奇-31.92秆银7.89匠9娘3.6唉0.0366妹1.21惊1冤1堪1宏0.5冈0应0.00迁0.00不0.50佩548.22陆被548.22粥读20.06观36.12泽-36.12刚课4.20惜8从3.6敏0.0366恢1.21混1新1民1椒0.5拣0柱0.00吼0.00蚊0.50葛552.13暗点552.13轻迟20.21冈36.37闹-36.37纯名0.26掀7背3.6沉0.0366亭1.21洋1众1幻1牺0.5汉0女0.00扮0.00瘦0.50胀547.29父傻547.29脂愈20.03上36.06浮-36.06欺胖-0.32袋6番3.6福0.0193降0.87参1晒1爬1阶0.5岭0会0.00谣0.00夕0.50未530.86种姓530.86耻开10.25远18.44仓-18.44悉扯-17.61旨挠5止3.6谅0.0193普0.87兔1愉1真1治0.5友0活0.00深0.00袍0.50益499.78毅仙499.78肤写9.65捎17.36泽-17.36授剪-1.08魂4侨3.6嗽0.0193院0.87顶1丹1柿1碗0.5景0丹0.00贿0.00杯0.50舍450.70律隆450.70鉴晃8.70进15.66借-15.66宫醋-1.71夹3纲3.6彻0.0193痛0.87冬1膏1仅1豪0.5闪0朱0.00败0.00维0.50夏379.96哄渗379.96悦言7.33去13.20老-13.20硬祖-2.46村2咬3.6至0.0193茂0.87砖1返1饼2茄0.5食0帜0.00尖-0.05晶0.45银283.52暂涨283.52击领5.47志10.83刑-8.86定-2.37熄1检5.4煌0.02呈0.37都0牙1辈0坏0.65勺0抱-0.05划0.00谎0.60沾114.17重就114.17障地2.28贷4.93症-7.40袖-3.93摆表轿7-1勉港（破B圆F者）轴风荷载雕表倚7-1欣决（密C吐E海）轴风荷载炸轴晒层次致h/m掀D毅/坊∑辈D嗓K殊a1白a2陡a3疏y0/m调y1/m牺y2距/m津y3/m滥y样/m随VF/kN组Vi/kN趴V/kN问M抵上陆/kN·m改M周下扭/kN·m还M锈结受/kN·m根C,芦E浇轴胡15傻4,6枪务写乡铃斩摔倘握491.48磁启另硬景刮14旱3.6劫0.0589粗2.98巡1字1劫1饮0.45怕0匪0.00渣0.00扇0.45可494.87尾绘494.87果顶29.14伸57.70御-47.21址角57.70挂13蚂3.6罪0.0589屿2.98由1耗1掏1沫0.45注0鲜0.00阿0.00饼0.45封497.83根妖497.83籍拜29.32所58.05窄-47.49皂双10.84控12举3.6忙0.0589缩2.98公1遍1身1典0.5茶0日0.00睬0.00潮0.50敲510.57美轰510.57维础30.07巩54.12宫-54.12爹睡6.63大11疾3.6炮0.0589回2.98移1恋1明1我0.5湿0罩0.00槽0.00伏0.50寇524.89坛萄524.89赛驰30.91冈55.64肃-55.64盘今1.52嘱10数3.6驶0.0589误2.98双1胆1丽1靠0.5源0每0.00疾0.00扛0.50掉538.28军悦538.28粱晴31.70茅57.06叠-57.06形汇1.42倡9竹3.6蜻0.0589剩2.98玩1交1释1浸0.5肺0失0.00福0.00寺0.50分548.22然册548.22淹唉32.28消58.11吉-58.11共识1.05旗8躬3.6驴0.0589毛2.98乡1古1手1切0.5怖0虚0.00饼0.00饺0.50枕552.13凳独552.13粒旋32.51惜58.53学-58.53拨陆0.41饶7众3.6康0.0589露2.98钓1席1优1络0.5字0掉0.00叮0.00逼0.50掏547.29短特547.29测煮32.23证58.01棍-58.01永徒-0.51嘴6胀3.6昏0.0307钱2.98矮1累1土1哥0.5碰0谨0.00遗0.00啄0.50录530.86鹰恭530.86荣气16.30浮29.34罩-29.34经壳-28.68是叉5驼3.6猜0.0307页2.98浮1形1滚1毅0.5药0抢0.00狸0.00描0.50椒499.78宣变499.78奇咳15.34魄27.62赠-27.62伟拘-1.72敬4间3.6目0.0307筝2.98伴1旦1巨1麻0.5唐0难0.00群0.00则0.50垂450.70惊嗓450.70踪情13.84为24.91控-24.91晶溪-2.71革3晋3.6轧0.0307纽2.98锦1展1杨1拳0.5创0胆0.00斜0.00修0.50旱379.96滔烧379.96岁拐11.66狐21.00鉴-21.00朽杨-3.91傲2穿3.6脖0.0307炸2.98雅1宗1服2奖0.5章0暖0.00呢-0.05没0.45取283.52屈丈283.52常追8.70爸17.23景-14.10注生-3.76临1合5.4妄0.0259流2.15肆0共1锅0克0.55姓0诸-0.05课0.00牌0.50桨114.17被到114.17手棚2.96仪7.98乱-7.98隔-6.12床表上7-1办效（丸D肃）轴风荷载权轴春层次衰h/m誓D趴/违∑岩D挪K阅a1傍a2乞a3偷y0/m布y1/m垄y2团/m侧y3/m暗y袄/m寨VF/kN怀Vi/kN框V/kN远M驱上沙/kN·m隆M盼下梦/kN·m浪M扇结梳/kN·m宏D悠轴丢15橡4,6墨止派御垫侨抄固造491.48样浪鞋淋疤没14读3.6铺0.0629嘉3.54则1颜1佛1谦0.45芝0陕0.00冤0.00旋0.45贡494.87偶糟494.87棍务31.13袋61.63执-50.43班宇61.63纽13窝3.6彩0.0629驾3.54珠1平1扭1雪0.45票0姥0.00淡0.00猫0.45泊497.83励摄497.83三短31.31迈62.00探-50.73兴边11.57嫌12必3.6则0.0629略3.54烫1蠢1换1紧0.5独0演0.00受0.00候0.50镜510.57苹且510.57猾哗32.11哥57.81片-57.81触当7.08线11鄙3.6蝇0.0629千3.54骂1短1棵1死0.5究0挨0.00迫0.00玻0.50沾524.89平都524.89毫得33.02碧59.43烦-59.43轧闪1.62池10笑3.6帜0.0629永3.54叠1终1冲1搁0.5招0院0.00诊0.00粉0.50趴538.28薪芦538.28两盛33.86色60.94敞-60.94军咸1.52孝9咏3.6上0.0629闯3.54私1振1仔1剑0.5绪0理0.00牌0.00饲0.50县548.22化绕548.22每源34.48哲62.07钳-62.07货购1.13颜8艺3.6叶0.0629紫3.54汇1裹1俩1奇0.5开0痒0.00签0.00塘0.50额552.13竞明552.13我鼻34.73涛62.51兄-62.51赖余0.44顽7暗3.6骂0.0629帐3.54膀1杏1辩1剥0.5喉0哨0.00傅0.00汗0.50帐547.29甩管547.29析狗34.42年61.96柴-61.96疼伤-0.55着6撑3.6膏0.0329津3.54闸1迎1工1欢0.5颠0锻0.00狠0.00闻0.50育530.86冬鸭530.86岂恼17.44多31.39亮-31.39戚坟-30.57通协5世3.6恳0.0329误3.54符1磁1细1济0.5修0劫0.00缸0.00穴0.50膜499.78阔笛499.78屋炮16.42墨29.55鸦-29.55衡道-1.84继4陈3.6诸0.0329躁3.54鼓1灯1幸1塌0.5凝0察0.00且0.00钞0.50筝450.70疮碗450.70槐鼓14.81绒26.65裁-26.65只珍-2.90妹3沙3.6止0.0329警3.54埋1志1风1腔0.5料0粒0.00觉0.00形0.50荣379.96兔口379.96搭费12.48榆22.47宁-22.47廊堆-4.18疯2汪3.6泳0.0329倡3.54纲1加1据2编0.5难0刻0.00廉-0.05梳0.45吼283.52京脑283.52飞寸9.31弃18.44言-15.09僵友-4.03范1好5.4恨0.0283疗2.56朽0岩1册0蒸0.55阿0桶-0.05叔0.00祥0.50缠114.17谎徐114.17于凭3.23你8.71永-8.71岭-6.37贸图烤7刺-1薯默风荷载弯矩诱图的7渗-2戏躁风荷载剪力内力组合妄考虑情况卧：睛1.2叫江恒荷涂载普+1.4援恶活荷载历1.2窃匙恒荷例载糠+1.辱4寇风荷载解1.2蓬帖恒荷斗载摔+1.4搏×0.9马活荷胸载口+1.4×0女.奔9唐风荷载莲1.35孕随恒荷哪载叔+1.4×0件.压7趋活荷载典1.甲2日密恒荷模载假+1.4×0主.7愉活荷载畅在组合各种荷咳载的内力时，头风荷载分别考疼虑左风和右风党，活荷载考虑蹈满布布置。揉见附表骆附酿表季3猛蓝梁内力组合芽附猴表晒4B榨F愿柱内力组合连附表原5欠C损E辨柱内力组合军附表膝6逗笋D叙柱内力组合甘邪复通过能力组合慢，求的荷载最顿不利组合针，兰为配筋提供数徒据。恨坑款配筋计算板配筋忌图欺9-1闷确计算简图荷载计算慈永久荷载俊:蜡g家=姨1.2×3.寒43=4.1皮2kN/m倍2毕可变荷丹载避:骂派p趋=巨1.3×2.威0=2.6k斯N/m勒2孟合计息:抵台g+p=6.颂72kN/更m傍2穷阻g少’葬=g+p/2忽=5.42候kN/m怀2饭忧许与除支座办外烂,葛各边固支创p森’逗=p/2=1圆.3kN/象m静2而蚂怕脸见邻四边简支籍计算每一区格鹰支座的最大负功弯矩嘱时覆,烘取吐g+p=6.束72kN/豪m哀2弯矩计算蔑为简单起虾见屠,肌各区格板的计桐算跨度取轴线教间的距慌离嘴.副由下表的结果笨可守知症,扯板间支座弯矩胞不平棋衡元,溉配筋时可近似子的取相邻两区巡格支座弯矩的代平均值腹Bm刊x扩'=-6.7甘2半/伯kN·m变爹A-E坊m拔y灵'=-5.8语4湾/况嫩kN·m危绕Cm冲x潮'=-4.8筐2舌/热kN·m促萝B-F吩m网y僻'=-4.4慈35猫/kN·m桶Dm沈x秀'=-4.1封5愚/升kN·m缘绒比C-G餐m恰y赤'=-2.2披1咏/落kN·m麻E-F描m堂x括'=-5.5响2挥/绞kN·m劫剪峡H-D倒m袋y滔'=-3.4超4蔽/撑kN·m勤F-G锡m苗x屯'=-4.7则5洪/催kN·m辣G切-Hm嫂x宰'=-此/苹kN·m去表爪9盯.1脑帽各区格单位板卷宽内弯矩计算警(移kN·m仙)储A帜B渠C拐D艘E东F晚G旋H如Lx/Ly鲜0.50蛾0.57巷0.40旦0.50瓜0.50锦0.50悟0.40跑0.50厕mx袄(益μ吊=0)称3.86敞3.75北2.02产3.15郑1.35霉3.67浮1.97储3.08梅my厌(兆μ熔=0)斥0.59树0.63瑞0.22绪0.34头2.80祖0.71稀0.25债0.39草mx呆(俭μ桂=1/6)型3.95赏3.85苍2.05滋3.21以1.82晓3.79肾2.02再3.14捏my约(桐μ济=1/6)祥1.23迈1.26耕0.55巩0.86勾3.03愿1.32身0.58续0.91淘mx'逮-7.13穗-6.39桨-3.24屯-5.06煌-4.74梦-6.29哭-3.21滋-5.01鲜my'维-4.75边-4.43诵-2.20途-3.44渠-6.93铅-4.44彩-2.21奥-3.45配筋计算补配筋计算翠公式栏:宪忍爷勤翅怎仪浮(市9俯-1)住有效高著度项:丙跨站中叶h胡0x缓=夺80mm愁h罢0y汽=接70mm情丽不支么座朗h赴0较=词80mm渣表性8.2险停各区格截面配掉筋隐A松B堡C士D延E狮F乱G疗H瓜Asx膛262壁255职136艳212请120豆251炭133晚208掉Asy锄82较83铺37仿57障200惊88补38贿60元实仙配番Asx底φ仆8@1