学士某层框架结构办公楼毕业设计计算书

北京建筑工程学院土木系毕业设计（论文）第凤：梁端：跨中：象竖向荷载与地球震力组合时跨形间最大弯矩采氏用租解析锁法熟进行植计算旺：坏图冈2病，千49较豪叙地震力左来跨局间弯矩示意图干最大弯矩截面融位置：厅蜡狱蛛乐饼韵亏麻脑钓寿叼永痛蹄阶（惰2锐—裹3控2隆）垃最大跨间截面仍弯矩：希披蛾躲港朴傍孟茂（窃2镰—违3著3吧）丛以横向中框架票第十层边佳跨仆B嗽C玩为例，说明乏竖向荷载与地罩震力组合时跨小间最大弯矩雹的计算方法。耕在竖向荷载作柱用下，梁端弯粒矩进行调幅，唇乘以系油数身0.堂8罩，得到锣S席Q塔k芒、箩S程Q中k底。坡调幅后，第十且层旱S骄Q料k拖左横=篮8.91幅雾k直N·m菜俗姿胖S致Q圣k鞭右锣=间10.46托抹k坦N·m划S宜G歪k寸左航=魔109.22巾孙k帜N·m仓掏吹胁S卡G早k得左振=旨141.88栗惊k配N·m规项拥凳辜项1.3庄S温E仍k樱左早=星58.65宜×1.3受=76.24诞5隆k艳N·m肚扛疤薄1.3肝S纹E永k活右顽=猛31.24忙×1.3=4案0.612朝勇k丰N·m谋羽翠过壤梁均布荷载敢：跃1.疲2瓣×翠（介34.797倍+0.5×2寿.4坚2拴）锡=43.21舞旅k傲N·m殿梦物索吼肢瓜表荣2.26彩详横向中框架边搂跨贫B竹C拍在竖向荷载与测重力荷载共同凯作用下的跨中妥最大弯距计算之表决隙层次掉S级Q姨k浴左束S即Q狱k喉右霜S歪G曾k凳左摘S席G发k姐右箭1.2陶（寇S茎G扛k鱼+0.5花S串Q娇k佣）碎MG顿左穿MG昼右密10效8.91匹10.46拜109.22港141.88太136.41临176.53索2鲁9挣34.64验39.89撑126.66左140.32慎172.77型6新192.31垦8什8悼35.23蒸40.15优123.64伞139.03碰169.50级6活190.92栋6抗7荡35.23亿40.15窜123.64歌139.03接169.50驻6旧190.92闹6腊6影35.23演40.15间123.64铅139.03赏169.50拦6赔190.92凑6屋5挑35.23仓40.15慈123.64编139.03扔169.50地6矛190.92姻6黄4乳35.23档40.15贯123.64伪139.03君169.50瓦6而190.92锋6树3擦35.3炮40.18旷124.38作139.38呼170.43弱6殊191.36叶4踢2蛋35.73此40.64济122.58知139.26券168.53垮4么191.49拢6贱1垃59.62罢69.42签120.88裁138.87表180.82帖8卫208.29躁6续表2.26段层次辟S紫E服k直1.3许S喘E霞k渗恒载标准值岛活载标准值博梁均布荷载浓=1.2(的恒关+0.5阻活）浇l践M加左丢M赞右劣ME子左隙ME瓦右王10策58.65咬31.24剃76.245捡40.612扰34.797全2.42膀43.20身7.8润9酬89.82萍63.89欠116.76帽6裁83.057卧33.787厕9.68少46.35萍7.8亚8广117.72善92.44确153.03讯6尚120.17滋2害33.787珠9.68事46.35裙7.8于7虏170.72味119.01签221.93撒6担154.71旬3窄33.787隆9.68洋46.35礼7.8货6颗185.43得134.32北241.05陵9刊174.61猫6木33.787席9.68程46.35避7.8茧5障220.88滑157.47睁287.14讽4梢204.71检1抖33.787娃9.68哭46.35栗7.8肃4流247.89贸170.77鹊322.25枪7晓222.00似1开33.787堆9.68言46.35传7.8乡3病238.73缝176.12圣310.34肥9徐228.95颈6致33.787恨9.68野46.35互7.8飞2滨287.73革204.74菊374.04民9徐266.16临2遵33.787洋9.68避46.35叙7.8硬1俘275.74扒196.51粘358.46件2源255.46鄙3限33.787秘16.93朽50.70啄7.8续表2.26评层次弟R孙A舅左来力歉X莫左来力表=RA/q嘱Mmax晒（左震）周R稠A幻右来力微x敌右来力座=RA/q哑Mmax深（右震）再10盲148.39笛3.43断194.63名178.35弯4.13瑞155.43泊9拖152.65踏3.29乡195.34寇203.89票4.40加158.87白8福143.00纺3.08钳204.12耕213.05蔑4.60沾167.10年7爪129.74比2.80漫234.00扎226.32挺4.88福161.05尼6组124.74既2.69摄239.39耳231.32孟4.99识166.63坝5性114.97颜2.48寺260.22侍241.09妻5.20蛾170.31爆4舰108.25模2.34絮279.16伯247.80槽5.35辉170.63贱3抱108.95大2.35拉267.95港247.23扑5.34雕178.56具2掀95.75赔2.07岁304.41厉259.91播5.61词186.10腰1沾115.51企2.28途309.21角272.93焦5.38路195.28奶表种2.27替们横向中框架中纠跨详C休D炮在竖向荷载与捕重力荷载共同农作用下的跨中钞最大弯距计算妻表牲途层次评活前0.8袄M让左猛活禁0.8担M昂右闸恒即0.8薯M仰左深恒扮0.8讨M获右榜1.2在（恒赢+0.5坑活）磨MG蹲左有MG迹右位10恢2.6循2.6端44.52蚕44.52银54.984肢54.984荷9滑10.93屑10.93椒21.37楚21.37旁32.202苹32.202蔑8侮10.58尸10.58绳23.1并23.1哀34.068廉34.068兆7蔬10.58凤10.58观23.1侍23.1督34.068散34.068鸣6阵10.58逢10.58机23.1不23.1京34.068比34.068循5侮10.58鼻10.58伪23.1带23.1桃34.068您34.068蚕4碧10.58拘10.58昌23.1汇23.1腥34.068石34.068桨3滚10.54杏10.54最22.59士22.59连33.432令33.432配2博10.29毫10.29尽24.34谢24.34牺35.382抛35.382病1仁15.92浮15.92渡25.87员25.87层40.596用40.596续表2.27三层次禾地震作用廊1.3监地震遮恒载标准值负活载标准值谷梁均布荷载隙=1.2(猜恒什+0.5恩活）糖l脖M匙左放M社右木ME枝左漫ME丢右杠10馅42.25尽42.25慰54.925铁54.925默24.556信2.25膀30.82雹3谈9帝86.43摇86.43辨112.35础9策112.35桨9席13.481允11.25节22.93巧3适8退125.07仁125.07貌162.59毁1缝162.59楼1种13.481枣11.25站22.93押3剩7用160.99岩160.99肝209.28概7脂209.28廉7耳13.481蝴11.25陪22.93娱3杂6孔181.72拉181.72周236.23性6他236.23悉6咳13.481琴11.25岛22.93踏3失5挣213.04推213.04驳276.95萝2渔276.95仆2扒13.481巾11.25哥22.93芬3叔4铲231.04绪231.04孕300.35严2弊300.35凯2巾13.481旗11.25奴22.93饱3储3的238.29澡238.29弯309.77绘7闯309.77冒7郑13.481幕11.25嗓22.93父3携2巾277.01歌277.01荷360.11决3哥360.11桐3斧13.481腹11.25祥22.93四3撕1患265.87秩265.87任345.63海1猪345.63特1耗13.481弹11.25画22.93谣3续表2.27梳层次患R努A翁左来力肠X前左来力惧=RA/q钳Mmax筹（左震）附R非A猪右来力驴x密右来力墓=RA/q棚Mmax旗（右震）松10该9.61院0.31护1.44凑82.842脚46667狂2.6881终89想1.4391增154玩9都-40.52陵0补80.16啦109.29托68凡3纹80.157沉8照-74.00鉴0滑128.52民142.78允48上3固128.52以3顿7逮-105.1沫3溪0通175.21缓9芹173.91撕54667板3倦175.21硬9劈6暗-123.1煤0挂0扇202.16帽8纵191.88蝴14667旗3芬202.16绍8晓5赴-150.2嫂4元0暮242.88办4咐219.02俊54667赵3袍242.88赤4版4碌-165.8愧4农0牵266.28篇4够234.62滤54667扔3酸266.28惑4兔3饰-172.1卖2于0比276.34终5丢240.90府88梳3稳276.34耳5垂2静-205.6销8柿0笑324.73然1悉274.46车61333膨3沫324.73态1阿1见-196.0养3盐0晨305.03牺5泽264.81秒14667寿3挡305.03钓5声横向框架梁内嚷力组合计算：俗以横向中框架滔第十层边弯跨洽B飞C搅的道B般支座（边支座待）弯矩组合为同例，说明可框架梁的内力纳组合方法。弯矩组合：庸横向中框架其漆他梁的内力组筋合计算见下表电：良陶每表中，考虑四嘉种内力组合，恐分别编号为组寄合趁1喜，组择合闭2边，组葡合蓄3仪，组设合偏4组合1：组合2：组合3：组合4：灶表书2.28省挪觉音没艘削横向框架内力咱组队合狸冬相捷盾层次资截面判内力毯S厕G戚k升S瞧Q捐k槐S艘E雾k容组营合隶1结组弊合判2茧组扩合算3架组那合鸣4针-Mmax/退V尺+Mmax/门V愁位置斑左震卡右震盏左震胖右震拌左震妇右震摸10芝B胖M桨-109.2夫2必-8.91尝58.65办-58.65绿-143.5印-156.4候-45.1氏-159.5肠142.4拿28.07医-159.5倍142.4遥V袄131.52漏9.24温-11.52劣11.52拼170.76猜186.79帆111.3代133.76晶-113奖-90.9闪133.8饮-113郊C赏左具M种-141.8句8稍-10.46传-31.24泼31.24浓-184.9牢-202己-163燃-101.9尾79.87驶140.8要-202鲜140.8约V淹139.9驶9.64兼11.52劣-11.52池181.38开198.51起141.5种119.02心-97.3泄-120刻198.5忠-120割C腐右烈M秆-44.52棚-2.6薯42.25爽-42.25彻-57.06震-62.7葡-0.04牌-82.43甲75.56远-6.83肾-82.4针75.56蜘V塌36.83谢3.38尸-28.17含28.17坟48.928简53.101勾7.202央62.134标-56.4厌-1.42贼62.13货-56.4棉跨间唉Mab珍139.08沫8.72蛋文罢179.1荣196.48刷146敌116.57哀歪维诸帐Mbc熟13.81笋1.27顽旗渡18.35堤19.914烤1.079资1.0793址忽协轨乏9厨B脉M消-126.6慕6贩-34.64抵89.82咱-89.82软-200.5雨-205.6泽-42拘-217.2传195.6惜20.41喂-217俗195.6呈V坡130.02姥37.07盆-19.71勇19.71皱207.92四212.6点114.5遥152.92阶-131搜-92.2铁152.9达-131抖C艘左亡M慕-140.3爹2勇-39.89祥-63.89蔑63.89票-224.2赖-229.3句-207持-81.95问57.91福182.5徒-229纤182.5助V葡133.52叹38.41潮19.71因-19.71放214像218.66愧156.7舰118.24桂-95.3宝-134袭218.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63驻228.8身228.78签示陆致煌子挤框架柱仇以横向中框架笑第十层边歪柱旋B旗的弯矩组合为智例，说明季框架持柱源的内力组合方既法。弯矩组合：庸每层柱两个截街面，四组内力腰，取尽[Mmax]拼/夹N段、巴Nmin/袜M伞、蛋Nmax/M姥三组数，进行屑相应的内力计常算。阵在横向框架柱归弯矩和轴力组墓合表中：打方钳组裤合状2训：间脾忘组愤合股3遭：堆表塔2.29双鞠秩倾还横向框双架沙B场柱弯矩和轴力勉组合像表偿藏然刊诵层次刺截面架内力傻S垂G该k始S票Q出k躁S经E猾k秒组楼合钱2屋组会合匹3舱[Mmax]圆/N楚Nmin/M齐Nmax/M来位置想左震非右震屯左震患右震握10相柱顶位M茅136.5视11.1跑-58.7惨58.65第195.44冠70.7胖185.06辞195.44严70.7冰195.44梨N泛289忧15.7刊-11.5轧11.52权405.86堵255.9防278.4深405.86速255.93挤405.86奏柱底相M此-89番-20刮15.69立-15.7梦-139.9本-73.7柜-104.3杰-139.8庆9旱-73.69怎-139.8后9己N阴335.3搞15.7吊-11.5蕉11.52施468.38灶297.6拍320.08始468.38截297.61逝468.38腰9壮柱顶厦M坟69.32虏23.6独-74.1太74.13输117.14集0.713滥145.27篇145.27涌0.71转117.14疑2赵N筝573.8筑78.7新-31.2蠢31.23货853.27凶521.3扩582.24捐582.24队521.35敲853.27猾柱底乌M践-77.3巧-22份30.92皮-30.9区-126.3苏-49.3足-109.6管-126.3蚂28叠-49.31魂-109.6擦N谁666.4纵78.7供-31.2软31.23原978.31为604.7宫665.6蜓978.30管95胆604.7盼665.60跃2姐8艰柱顶济M炼77.28搭22唤-86.8脱86.8怀126.33总-5.18柿164.08赔164.08克2浪-5.178辣126.32惠8妹N推858.3雾142哀-58.2缠58.17僵1300.4撇779.5英892.96通892.95击98欺779.53万1300.4懒3昏柱底源M别-77.3快-22忠64.15萌-64.2探-126.3眠-16.9检-142犁-141.9偶98抵-16.91络-126.3衣3柄N戒997.2甲142捕-58.2械58.17锅1488吉904.6发1018膏1017.9助97覆904.57狭1487.9蛛9迹7外柱顶竖M鼓77.28骤22臭-107得106.6滔126.33胳-24.5麦183.36挑183.35赛78摩-24.45枝126.32冬8减N膝1143舌205设-95.3象95.13券1747.6胡1028巩1213.4讨1213.4霜45叮1027.8简1747.5色9饭柱底浸M拐-77.3即-22绕74.4产-74.4企-126.3皇-6.91报-152盒-151.9碑92虚-6.912窄-126.3柱3就N干1328至205扫-95.3猜95.13略1997.7逼1194受1380.2董1380.1库61跑1194.5议1997.6左6刊6默柱顶贱M梁77.28璃22拼-111慌111般126.33器-28.8像187.71简187.70站63惠-28.8滑126.32疑8食N冬1427组268秒-136邻136.3粗2194.7翁1272托1538壁1538.0属36尚1272.3冬2194.7背5解柱底迫M窃-77.3皇-22钥93.68丙-93.7穴-126.3迷11.89粒-170.8筝-170.7丝9乱11.886见-126.3射3塌N皮1659俘268连-136缩136.3葡2507.3醉1481遣1746.4妻1746.4衣31努1480.6秆2507.3赔4珍5搏柱顶剖M搭77.28贺22凝-127望127.2痒126.33虑-44.6奇203.47废203.47毕2梨-44.57驱126.32猴8趁N澡1712借331医-185烤184.8匙2641.9期1509乞1869.8淋1869.7奔82泥1509.4同2641.9萌1弓柱底阳M孙-77.3迅-22掏104.1匙-104谈-126.3陪22.02冬-180.9但-180.9贤2冻22.016陈-126.3筹3秃N喜1990呼331裤-185克184.8瞒3017羞1759司2119.9馅2119.8奸56世1759.5被3017.0伟2窄4屡柱顶词M无77.28虫22沈-144础143.8悠126.33闸-60.8吸219.68甜219.67撑65凡-60.77衰126.32乔8调N翁1996易394稼-238绿238.5放3089.1疯1742歼2206.6溜2206.5藏6衣1741.5俊3089.0族7辟柱底籍M残-75.2扬-22炸106.3水-106千-123.4普26.11幅-181.2召-181.1若73赢26.112根-123.3良8摊N健2321怜394权-238抛238.5跌3526.7勺2033挺2498.3侄2498.3埋13讯2033.3饲3526.7坐3尖柱顶贿M纽80.24老22.3摩-132除132.4禾130.61策-46.9单211.37艇211.36堆58米-46.87吃130.61赠4锁N碎2281词457里-292醒291.7览3536.2筑1974请2542.9捎2542.8倾7援1974.1慢3536.2箱3香柱底厘M限-81.3斥-21已132.4夸-132揭-130.7碍46.51志-211.7进-211.7拜3因46.508纪-130.7珍3揉N胡2651漏457殊-292撒291.7旷4036.4涛2308级2876.3岛2876.3恐02过2307.5锻4036.3列7标2虽柱顶赢M添71.92些23.7丈-155秩155.2致120.79叔-75.9赞226.7铺226.70唇33氏-75.92忘120.79纪2桂N迫2566仗520印-355洲354.8佛3983.4气2197远2888.9雕2888.8理61就2197沉3983.3符9沈柱底舅M网-75.2德-35罩188.8坏-189环-136.3肢100.8更-267.5勤-267.4渗67光100.75特-136.3腔3弦N蚁2982软520雄-355煎354.8长4546.1牧2572射3264灯3263.9如72少2572.1宽4546.0蚊5宜1龟柱顶纲M款75.86姜39.8沉-86.9垃86.91鸡142.18面1.433腔170.91算170.90爹78愧1.4333煤142.18触1顷N脏2855杏630震-415甜415.3润4484笔2448馅3257.8宇3257.7若8敲2447.9嗽4484.0预2被柱底控M潜-82.4鲜-41床262.3险-262满-152.3发163.1箩-348.4范-348.3缴83摇163.08忌-152.3侮4黎N浪3329盘630赖-415丑415.3吸5124.8削2875迎3685震3684.9起83电2875.1大5124.8微3椅表攀2.30汪烤票塘葡横向框剖架炕C秧柱弯矩和轴力轿组合热表糖宣幅隶层次烤截面溜内力贤S址G册k铃S轧Q浪k总S暖E垃k台组狗合带2鱼组登合弓3乐[Mmax]诵/N逝Nmin/M播Nmax/M沾位置着左震时右震印左震宾右震妄10蛛柱顶艺M折-122搅-9.9竹-73.5著73.5塌-174.1蜘-186凤-42.3娘-185.6藏25涉-185.6牵-174.1同5供N别359.6假23.8叼-16.7瞒16.65吩509.28容318.1窗350.6兵318.13缘43望318.13形509.28满1畏柱底坚M华82.01搞16.5式25.97萍-26哑127.25言106.6档55.931包127.25训35版106.57恰55.931维3寻N艘420.1概23.8笛-16.7慈16.65横590.93讯372.6捡405.03也590.92竹85乓372.57波405.03尘4姿9靠柱顶争M黎-66.7冈-20每-124哗124.4欣-109.7掉-190腰52.369贺-190.1权14稻-190.1陷-109.7宅N裂643.4当133健-54.6铲54.56许1001.4铜585.6战692螺585.61遣05突585.61鞋1001.3遍9处柱底滚M另72.46吓18.5爽66.96邀-67弃116.31瞒138.8拢8.2485吸138.82油05未138.82序116.31圣1伤N狠764.3平133庸-54.6伐54.56漂1164.7言694.5弊800.87凡694.47逼45府694.47飘1164.6垫8盛8勾柱顶电M守-72.5衬-18那-151纳150.6采-116.3贵-220桌73.252组-220.3混21荷-220.3停-116.3继1鄙N命927.3壤242勇-111桌111截1493.7陡835.2踪1051.7赌835.2岗835.2福1493.7采5陵柱底齐M孕72.46灭18.5惧100.4财-100艺116.31框171.4滚-24.33孝171.39豆53馆171.4锈116.31鉴1源N教1109模242若-111阿111荷1738.7但998.5盈1214.9沫998.49仓6弓998.5缓1738.6富9什7吗柱顶印M应-72.5漆-18冈-180快179.6症-116.3纤-249岩101.6瓣-248.6施64庆-248.7乐-116.3娇1惩N脊1211仿351彻-181控181.2雅1986.1么1071碰1424.7哄1071.3仆83蔬1071.4拳1986.1赌1对柱底再M崭72.46队18.5撇124浅-124霜116.31驻194.4销-47.33冶194.39踩55梯194.4爷116.31晋1梅N拥1453变351杯-181场181.2木2312.7仿1289族1642.4呈1289.1泽11惊1289.1朱2312.7巴6犬柱顶闲M斗-72.5锋-18辫-192村192.1拳-116.3音-261石113.74砖-260.8酒13叼-260.8赶-116.3搅1请N义1495域460锤-261载261.4它2478.5俯1298拣1807.5烦1297.8语46死1297.8董2478.4鲁7响柱底彼M偷72.46临18.5纲157.2随-157妻116.31蝴226.8回-79.7屿226.76惨55启226.77歉116.31砍1烟N健1798剧460膏-261吩261.4肾2886.7枯1570俘2079.6凑1570.0斜06咏1570公2886.7决1持5唯柱顶着M沾-72.5谊-18自-213药213.4仿-116.3贞-282果134.48网-281.5问51抬-281.6秧-116.3限1怨N伴1779浇569索-355它354.9伞2970.8薪1511副2203.3第1511.2盟82躲1511.3拆2970.8尝4避柱底烫M辫72.46必18.5机174.6患-175缠116.31男243.7治-96.66虽243.73奔05臣243.73搂116.31川1胜N希2142卸569落-355嗽354.9管3460.7谢1838繁2529.9妇1837.8树74斯1837.9蛾3460.7轧2背4广柱顶碑M菌-72.5森-18械-227有227.3决-116.3贱-295知148.03专-295.1平03候-295.1图-116.3疯1饥N愿2063凤678相-455匆455.2废3463.2厚1718练2605.7漂1718.0贫5糊1718袄3463.2蚂柱底瓣M阵70.83雁18.4林192.3方-192湖113.97挎259.5更-115.5浴259.48误73戚259.49路113.97毒1套N天2486溪678怪-455敢455.2张4034.7油2099虹2986.8宣2099.0傻74因2099.1凝4034.7拢3品3丈柱顶桂M哗-75.1谋-19傲-222吸222.1浴-120.1汗-293沈140.55粒-292.5恭86薯-292.6且-120.1确2协N姨2347役787具-561马560.9坑3955.5锄1920挠3013.4薯1919.5洁95妄1919.6成3955.4袜9士柱底必M烫75.33资17.5卫222.1轧-222虏119.19奏292.2浩-140.9溜292.23打45辞292.23护119.18沉6河N康2831者787娱-561惠560.9饺4608.7择2355轰3448.8饭2355.0茄51暑2355.1蛋4608.6译8娱2泰柱顶凤M狡-68.9埋-20岁-260凡259.6消-113.4旧-324留181.95盒-324.3漏29粮-324.3阅-113.4帮3蚁N钩2631购896是-682凑682.5灌4448.1育2106距3436.6诉2105.8违55底2105.9剩4448.0岂9润柱底欺M斧70.39隙31您318.8担-319继126.06睛388.1晌-233.5抬388.09怒58痒388.1盐126.05况7抬N立3175受896橡-682腾682.5归5182.9掏2596雾3926.5撇2595.7强43拥2595.7婚5182.9顽2岛1鹊柱顶谢M走-70.9色-36霸-144戏143.6嚼-131.5际-220呜60.132下-219.9仔37恐-219.9隆-131.5握N嗓2926辣1034见-799着799.2荣4984.5始2320可3878.2就2319.7圆89欧2319.8厉4984.5逃1地柱底厦M裹76.23盼36.8美449.3年-449骄139.7炉523.3门-352.9事523.26隐9朱523.27北139.70廊1损N五3546摄1034宋-799撤799.2环5821.4拍2878誓4436.1境2877.7骤17盟2877.7桃5821.4盏海片框架柱强柱弱稳梁的调整常盐驱为了满足延性跑框架的要求，透在进行框架梁逐和框架柱的内粗力组合以后，惩算得各节点相防应的梁、柱弯用矩后，要进行扒强柱弱梁的验沙算。受以第一林层季B座柱柱上端节点钱弯矩调整为例烛，说明边柱的帮强柱弱梁调整搅计算过程；以关第一脏层望C猛柱柱上端节点狠弯矩调整为例眼，说明中柱的目强柱弱梁调整宽计算过程。穿第一泄层批B扰柱柱上端节点两弯矩调整：抄组合后的第一段层淡B智柱柱上端节点苍梁端弯矩掠为物M=159.欣40锡斑k课N·m测，调整后弯矩抵设计值为：耽随够祖组合后的第一俗层低B呼柱柱上端节点瑞上下柱端弯矩惜分别午为诱M=267.松47延血k用N·m样（第二往层违B泄柱柱底弯矩）革，绞M=170.卸91视魂k最N·m点（第一波层汤B姥柱柱顶弯矩）纸。竞录民根据强柱弱梁塞的要求，梁柱颂节点要满足：稳销耻布颤五根据这个要求害，员堆炮膊拔饭运狗忆计算结果不满茂足酒“壳”骗的要求，要进趴行节点强柱弱躺梁调整计算。晨统室将将扭按节点处的弹串性弯矩分配给劈上、下柱端，帆调整后的弯矩童为：沫第一善层锐C此柱柱上端节点欣弯矩调整：短组合后的第一另层伞C甘柱柱上端节点鼻梁端左、右弯故矩分别为雁调整后弯矩为感：层细洞显岗沫桶专代组合后的第一窑层态C桥柱柱上端节点劈上下柱端弯矩件分别桂为识M=388.庙10丙而k扣N·m冰（第二满层康C栏柱柱底弯矩）这，汉M=219.粥94防踩k岩N·m皂（第一物层吹C制柱柱顶弯矩）棒。瑞根据强柱弱梁府的要求，梁柱肌节点要满足：街院趟怠期监根据这个要求伴，白毕咸拦鉴薄醉向纵计算结果不满昆足换“为”泄的要求，要进逆行节点强柱弱懒梁调整计算。剥议迟犹将狱按节点处的弹天性弯矩分配给祥上、下柱端，剂调整后的弯矩倍为：瓣赌棕迟其他尝各资层柱的柱端弯够矩强柱弱梁调优整见下表：卫表摄2.31栽葱例抚北鼻剥B雹柱柱端弯矩调已整岗买若召旺层次绩梁端弯矩寺柱端弯矩稠调整后柱端弯逐矩与M的1.2M从M摇上洋M谋下遇M扯上寄+论M放下眠M刃上长M察下劳10她212.65绳255.18清0盼260.59咳260.59锋0三195.44帜9浴289.55右347.46斜186.52乐193.69词380.21遵139.89则145.27鉴8押322.55臂387.06莲168.44族218.78昨387.21休126.33侮164.08骂7省391.44虾469.73多189.33榆244.48怪433.81旺153.76次198.54翁6筐410.56硬492.67年202.66灌250.28往452.93吉165.33闸204.18阴5依456.65秒547.98饰227.72掩271.3策499.02际187.55粮223.44棕4书491.76管590.11袭241.23特292.9呢534.13际199.88谜242.7仅3住480.79佣576.94亏241.56万281.82留523.39成199.71蔬233尿2新542.44甩650.93灶282.31狮302.27答584.58年235.76适252.43防1辱539.29金647.15咏356.62戴227.88塔584.5储296.14冤189.23刑表母2.32竟记切勉希起C流柱柱端弯矩调钩整喝兔株会店层次蚕梁端弯矩还柱端弯矩他调整后柱端弯窃矩袋M硬左贫M刃右援1.翠2糕（乡M皇左经+墙M薪右）殊0.75指M况上时0.75隶M滑下构和拳M威上羡M拘下欺10眼269.33虹07侧109.90诚67目455.08迅0傲247.5老247.5城0陷341.31牙9橡305.76屿144.56奸540.38询169.67腿253.49火423.16丢162.51费242.78泛8佣311.09匪33牢196.65湖33姜609.3弟185.09餐293.76抱478.86滚176.64号280.34挥7愈345.62面67县243.36叠706.78余228.53香331.55以560.08建216.29馋313.8向6苗365.54御67怜270.30圆67部763.02掠259.19志347.75腊606.94挖244.39泪327.88牲5搅395.64进311.01宪33赤847.98暖302.35扬375.4缘677.76量283.72抖352.27牲4昂412.93坊33却334.08盏896.42双324.97障393.47究718.45朱304.11盲368.21攀3痕420.32托343.21彩33情916.24疑345.98花390.11嗓736.1矮322.99晃364.19惕2胡457.65鬼33蝶395.49难33菜1023.8顷389.65贝432.44萝822.09变363.93垂403.9抚1拿463.76娱386.22啊67党1020蹄517.46径293.25絮810.71获488.28落276.71艳2.6单截面设计陈豪娱框架梁设计傅以第十弯层聋B赛C认跨梁为例，说赢明游框架铲梁的配筋方法拉和过程。崖①别梁的正截面受警弯承载力计培算另搭从梁的内力组蛛合计算表中选腊出茂B功C污跨跨间截面及御支座截面的最胸不利内力，将挂支座中心处的腾弯矩换算为支欣座边缘控制截衡面的弯矩进行殊配筋计算。支座弯矩：王跨中弯矩选：深Mbc=19瞒6.48饭k株N跨中配筋：注梁下部受拉时惑，嘱按棉T嚼形截面设计。翼缘计算宽度策梁内纵向钢筋由，牺。似下部跨间截面驳按单敏筋劈T隆形截面计算。炭际两陪（云2势—蜂3馒4胃）似属第一须类羞T邪形截面。乱餐寻或（榆2连—孕3名5每）些折书牌味（序2慰—许3席6僚）厉膀飘（啦2游—拘3涌7王）碧贤实配钢筋里5序16玩（拳As=101急7mm偶²利）。支座配筋：迫支写座迹B票受压钢筋：坑设对厌时下饲订录实配钢筋钞5锤16脉支哪座良B蜡受拉钢筋：泻或端坐竭沉淋告演摧实配钢筋拆5弃16挖②膜梁斜截面受剪领承载力计算BC跨：街砍港闪面（殿2赠—司3袄8丝）材凭堵截面尺寸满足盟要求。沈载话（鹿2景—乡3斜9仪）筐遣物加密区长度贯取耍1若m抖，梁端加密区裳钢筋船8@10思0漏，非加密区钢庆筋永8@15旨0芦。湖C介D莲跨：押以竖撑截面尺寸满足胖要求。脱酬漫加密区长度表取道1.00蜂m勉，梁端加密区骤钢筋召8@10忌0绑，非加密区钢酒筋夫8@15艳0速。迅表潜2.33男益泛要询横向框架梁正仓截面配隆筋性仓谊敲眨层数燥截面笼b路（含m堆m超）让h棍0屯（绩m哭m鉴）嫂M踪0帆(挪k考N*m)忌α屯s番ξ住A河s湖mm街2旁As'mm奸2貌实配筋换10炕B渗M-动0.35县0.665驶102.06西0.046掏0.047曾436宋465璃5碍1薪6民其M+嘉0.35卫0.665脏122.61浙0.055鼻0.057颠527纵465袜5攻1蛙6茂浴C侦左休M-岸0.35该0.665古167.26极0.076硬0.079补727防465难5觉1境6么翼M+斑0.35押0.665袖119.83竟0.054允0.056毒514摘465饿5周1蜡6看第BC既跨间踪0.35近0.665厉196.48鞋0.089谨0.093恭860丑490睛5览1首6虾旋C化右帅M-透0.25臣0.465满74.66宁0.034仗0.034镜317漆232幻4袖1覆6进乔M+苍0.25歪0.465伪68.52豆0.031餐0.031硬290亲232共4匹1焰6度乞CD示跨间篇0.25倚0.465怨18.35丽0.008瑞0.008量576梅250忠4拘16君5呼B云M-灶0.35客0.665都310.85朝0.14惜0.152卵1405油465虑5肯1惜8毁武M+牢0.35贷0.665只293.55音0.133坟0.143邮1320桃465朽5匆1渴8下承C典左融M-贞0.35睛0.665乖264.37渣0.119雹0.128伙1170铸465著5技18里M+撤0.35率0.665由244.51屠0.11偷0.117齐1085伯465趣5阴1乡8敌崇BC尚跨间各0.35汁0.665奶205.47犁0.093国0.098讲902汤490贡5宗18葬C味右在M-浓0.25度0.465榜212.35咱0.096绍0.101独934叶232响4哲1窜8智自M+善0.25灿0.465润209.01愤0.094亮0.099杰918芽232迅4延1雁8厅随CD猎跨间荐0.25某0.465丰182.16泉0.082羡0.086凑795乳250徐4忍18闭1容B奇M-过0.35索0.665基368.65碍0.167袄0.183睛1695晃465术6毁1聪8健洲M+齿0.35滤0.665蜂350.29机0.158惕0.173奇1601迫465鞠6彩1池8拥队C双左鸡M-夕0.35谢0.665冬311.08蓝0.141级0.152兰1406警465恰6寇1股8秒份M+县0.35怀0.665顿289.44训0.131毯0.141泰1300质465摆6疑1岁8罚勇BC告跨间应0.35锁0.665丧242.47休0.11沫0.116恩1075拿490蛋6蓬1辰8锁仙C阀右掩M-懂0.25穿0.465蓬264.84狠0.12共0.128础1181逗232且4够1失8主榨M+该0.25掠0.465逝260.31休0.118号0.125燥1160屡232流4词1算8局缴CD枝跨间吗0.25摘0.465畅228.78上0.103线0.109愧1010核250凳4注1稠8偿杠表谱2.34闯钩归敌袋横向框架梁斜刘截面配慰筋诸脱视宏目层次葛截面堤V暂g继reV甩nA杜sv1球/s=雕（炮V-0.7f姜tbh0微）剧/1.25f屠yvh0悔梁端加密区腾非加密区科实配钢筋阴实配钢筋浓10诸B碗留C言左你198.51决148.88婆-1.33范<0获8@100复8@15秃0仅颠B毅右场62.13僚46.598世-1.33海<0缝8@100率8@15亚0膀为9霞B惧腰C趁左旋218.66史164偏-1.33孔<0格8@100袜8@15益0快批C眠右加81.97食61.478查-1.33顺<0亿8@100含8@15强0们日8兆B讨跃C夕左万163.9番122.93岔-1.33索<0耻8@10恰0泻怨8@15期0包顿C异右朗107.09帝80.318屑-1.33拥<0努8@10拐0级举8@15甜0前统7烤B幼是C泥左运173.84促130.38率-1.33摇<0蔑8@10狼0况魔8@15滥0火医C丰右芒130.44井97.83述-1.33召<0槐8@10改0攀阀8@15赶0垄虑6莫B郑菊C尊左柄177.6残133.2冲-1.33体<0腿8@10宏0跌弊8@15哨0乖酿C斯右艘143.92惭107.94屈-1.33皆<0由8@10关0陪鸭8@15剑0次妈5搁B特讯C载左旧184.93掘138.7艺-1.33粱<0凤8@10蛾0凶凉8@15栗0柿志C释右撑167.27豆125.45狠-1.33海<0贪8@10投0话闪8@15监0滤冬4坑B缺料C赚左龙189.96摊142.47黄-1.33佛<0疯8@10宇0功雪8@15捷0筛够C粮右片171.67摘128.75罩-1.33快<0箱8@10填0椒搏8@15撕0死失3崭B领到C椅左多189.45赞142.09凝-1.33栗<0涨8@10封0彼势8@15恩0雕谎C飘右日180.68妹135.51融-1.33居<0适8@10美0等鸡8@15穗0矿志2是B掠可C规左状196.63抖147.47响-1.33博<0虾8@10卖0画斥8@15愧0奇将C衔右快205.85贫154.39掘-1.33旗<0外8@10港0架施8@15崇0鼻锣1体BC言左蓝209.97采157.48雷-1.33鸽<0叠8@10狂0窑彼8@15糊0梢湾C屠右裤198.61秤148.96盈-1.33泽<0罪8@10格0田羽8@15川0代客讯徐框架柱送设计抄①客剪跨比和轴压监比计算酬框架柱的剪跨赛比：倘自童榨秘阀加颈卖允哥（萌2抢—虚4誓0址）络其中，恒—怠柱端踩截面未经调整画的组合弯矩设必计值育戒—疫柱端截面与组填合弯矩计算值药对应的组合剪照力计算值例度—愚柱截面计算方炒向有效高度烤型伍框架柱的轴压舰比：买拜算撒喊氧加枣猾勇钩（集2蝇—迟4煎1晕）敢表续2.35婚蹄贱谁俯B勾柱剪跨比和轴镇压比验算刺层次祸b稿（哈m块m香）舒h傲（番m叼m贵）犁f鼓C齐(N/mm万2拘)士M漂C脂(委k控N·m坟)男V弱C弦(浸k听N污)舰N寿熔(竭k厦N叼)帽M荒C机/V倒C雨h学0俘N/fcbh贿0引10饭700兴665罪19.1瞒212.65盟72.39趁468.38题4.42近0.053泛9服700厌665奥19.1或289.55努105.61赠978.31痛4.12洲0.11号8芦700露665日19.1锦322.55简107.56斧1487.9纠9替4.51狠0.167印7白700求665栽19.1天391.44毒120.5誓1997.6慧6劝4.88葛0.225尝6遗700骂665西19.1施410.56益125.81龙2507.3垦4锁4.91轧0.282内5畜700张665榨19.1售456.65的138.62元3017.0俘2变4.95陆0.339绵4埋700记665乱19.1墓491.76负148.37六3526.7循4.98记0.397命3庙700店665聚19.1风480.79未153.72惭4036.3判7雾4.7急0.454束2枪700仍665热23.1著542.44趴162.38暂4546.0荒5担5.02缓0.423益1漫700颗665迹23.1婚647.15尸162.38黄5124.8滔3劫5.99条0.477环乳从界表中可以看出药，各层框架柱泽的剪跨比均大嘉于盖2召，柱子的破坏风为压弯，为延大性破坏，满足欠要求；由《高断层建筑混凝土少结构技术规程升》拒（也JGJ度3兔—婚200翼2岁）表柴催，二级框架结赛构的轴压比限窄值爬为创0.制8吨，各层柱的轴午压比均小涂于招0.受8何，符合要求。馆表站2.36描弦熟猜C顾柱剪跨比和轴斩压比验算别层次狡b狼（脆m珍m摄）建h爆（偷m毅m伏）颠f鹿C念(N/mm河2落)冈M舌C遣(星k挑N·m砌)竞V血C毙(阀k顿N向)游N川(网k帅N缺)妨M刃C怖/V鸦C恒h得0咐N/fcbh泥0赏10识800群765含19.1挖269.33雷68.75膝590.93幕5.12随0.051侵9糖800纪765替19.1热305.76折117.54裕1164.6控8穴3.4水0.1垄8亮800易765站19.1谢311.09治133.02掏1738.6撕9隙3.06谷0.149结7指800夹765未19.1度345.63帖155.58盖2312.7伶2.9幸0.198东6象800她765棵19.1填365.55恐168.59铸2886.7旬1术2.83虫0.247拍5棒800捎765聚19.1肝395.64示188.27春3460.7谢2浪2.75劝0.296蒜4俊800羊765母19.1础412.93收199.57裕4034.7心3至2.7邮0.345扯3虾800陕765奖19.1匹420.32纱204.47康4608.6虫8叙2.69末0.394恳2铅800歇765恨23.1类457.66钢182.69浊5182.9赢2雹3.27于0.367通1魄800只765如23.1览463.76损180.16扁5821.4由3.36农0.412冶盾从厚表中可以看出弄，各层框架柱遵的剪跨比均大伯于颂2在，柱子的破坏穗为压弯，为延烟性破坏，满足状要求；由《高部层建筑混凝土报结构技术规程自》冻（静JGJ姐3河—肆200巩2许）表芳恳，二级框架结垦构的轴压比限迁值客为臣0.烂8味，各层柱的轴牺压比均小棉于港0.盯8召，符合要求。鼻②悼柱正截面承载水力验算孔以第十笋层蜡B释柱为例，说明茅框架住正截面鬼承载力验算过校程。根据框架怎柱内力组合，璃在对柱进行强掀柱弱梁调整后宰，选出最不利缝的内力，进行钱配筋计算。迁调整后的第十播层全B叫柱的柱上端弯鞋矩恐为龄M=195.滩44护徒k页N·m娇，柱下端弯矩眠为愈M=139.帆89让振k不N·m上。丸坛向责联心鹿乱殊（吨2亲—蜓4舞2凭）盼取使20m岁m因和偏心矩方向在截面尺寸底的韵1/3衣0箭两者中的较大妈值，暮700/30升=23.33植m挎m判，所以朝宪先粮饺抵食巡匠盯（趋2跪—全4宜3脊）夕，要考虑偏心柱矩增大系数御：院声巾答煮（论2博—笋4谈4腥）取，由于，取忠详舒（攻2筐—锅4医5择）锯捎娱逮（正2搜—挑4忧6吸）蹲采用对称配筋励，劝底把雾即委触（始2装—消4逐7缺）卫属于大偏压情绩况。建扣茄理（匙2亭—岔4蜂8桂）唤按动Nmax捞及相应的兆M屑一组计算，热此组内力是非愈抗震组合情况倦，无水平荷载用效应，不必进蒸行调整。沫第十蜂层炭B谎柱掏的芳N=405寄.86页险k闻N疏，柱端较大弯弊矩征为泼M=195.桑44稿债k广N·m结次为揉取持20m提m搁和偏心矩方向禁截面尺寸涌的澡1/3杂0钢两者中的较大宾值，郑700/30梁=23.33贱m胜m唉，所以载税温椒轨墓戏射蜜，要考虑偏心需矩增大系数沙：避，取式，图辞由于，取盏菌也采用对称配筋患，祸梳殖机虏吃属于大偏压情度况。劝配筋要符合最舅小配筋率要求酸，《钢筋混凝缘土设计规范》脖（郊GB5001榴0祝—桑200槐2贤）滴表淹园规定受压构件洪一侧纵向钢筋葱最小配筋率史是帅0.2%狂夜战遗选午4由1栋8烛，沾As=101磨7mm第2酒表早2.37努私么趟收能B敢柱正截面承载辈力计算够（谜Mmax/高N臭组汇）逃滑流层次疤截面苗M请N膏e猾0昆e谢i订b×h稠η磁η箱ei讯e馒ξ忽ξ础b阅ρ胳min吵*bh原配筋汇10违上端叛195.44餐405.86迈481.55捉504.88享700×70沃0劫1.025今517.44栋827.4款0.046幻0.518宪931袄4肆18丧下端趟139.89欠468.38铁298.67掀322瘦700×70厌0烛1.039缠334.56号644.6素0.053嚷0.518种931坑4智18撕5溜上端禾223.43选9颤1869.7垫8固119.5差142.83瓶700×70别0甚1.088权155.39个465.4妹0.21阵0.518摊931且4匪18今下端陆199.88勾3水2119.8莫6碧94.291融117.62路700×70冻0击1.107引130.18小440.2忧0.238滨0.518衫931怨4然18赖1捏上端泄189.22故7燃3257.7费8隶58.085跌81.415求700×70僻0土1.241锹101.04抖411圈0.366劫0.518灌931按4酸18屠下端贩348.38酸3桐3684.9赖8矛94.541合117.87证700×70式0牵1.167围137.5昆447.5诵0.414圈0.518米931茄4蔑18申表窃2.38饭挤秋梳颂参C剪柱正截面承载恨力计算（手Mmax/浆N慎组坛合追）宋纺弟层次皮截面陷M便N锤e丙0布e植i娱b×h慰η浮η尚ei具e湖ξ侍ξ千b叠ρ宰min*胡bh吃配筋露10赢上端枪341.31驶318.13励4据1072.9蝶1099.5铁800×80院0据1.01牢517.44盖1471鸡0.03征0.518谱1224围4简20飘下端教162.51桐590.92午9辈275璃301.67傲800×80吃0耐1.04寨334.56恋672.7辰0.05鞠0.518乎1224亩4勿20趋5茄上端诊352.27帮1511.2葛8末233.09肤259.76芦800×80舞0殃1.04繁155.39验630.8透0.13轰0.518篮1224巩4腾20耳下端俊304.11龄1837.8磨7泰165.47运192.14宅800×80且0居1.06潜130.18情563.2拘0.16责0.518徐1224吴4顾20研1室上端父276.71训2319.7羞9剩119.28傻145.95奴800×80层0具1.12抱101.04蜡523.2省0.2她0.518母1224淋4艘20边下端墓523.27可2877.7础2油181.83观208.5扮800×80巩0速1.08亡137.5册585.8病0.25蚊0.518暮1224京4谢20肿表漏2.39岁饰享互疮B胀柱正截面承载再力计芝算托2颠（绵Nmax/M启组合）挡伞历春层次年截面锅M裹N弓e足0债e抹i理b×h蛋η舅η抚ei乓e偷ξ缘ξ抖b妈ρ晋min*棉bh搭配筋土10肌上端为195.44述405.86蜡481.5限504.8遇700×70姿0雅1.02宰517.41狠827城0.05哗0.52炼931仓4冈18纹下端瓦139.89俩468.38冬298.7宫322饰700×70默0浙1.04蹦334.53励645允0.05雾0.52辉931鼓4男18丰5甜上端业126.33忽2641.9皂47.82处71.12乞700×70背0循1.18竿83.68亲394蛮0.3卫0.52呀931沫4搜18胸下端教126.33负3017恢41.87惯65.17闪700×70央0声1.19犬77.735葱388炉0.34妻0.52掏931涉4钓18丈1穿上端毯142.18牲4484脱31.71炎55.01煮700×70列0横1.36谦74.638扎385预0.5唉0.52王931货4吗18沫下端坊152.34温5124.8驶29.73米53.03唯700×70倘0兰1.37熔72.655敌383鼓0.58岭0.52贱931考4梅18豪表炊2.40蜘芦你甩主C拦柱正截面承载韵力计号算巧2鄙（豪Nmax/M予组合）廉庄钞抱层次南截面谣M哀N进e判0斤e谜i干b×h秒η块η蔽ei梢e脖ξ促ξ泡b罩ρ买min*bh炊配筋霸10扬上端摸174.15旗509.28皆341.9肿368.6啄800×80湿0娇1.03对379.68陡740揉0.04汪0.52乱1224辆4盘20抖下端骑55.931叙405.03碍138.1杀164.8庆800×80递0渣1.07寨175.83免536享0.03弓0.52依1224奴4总20浙5峡上端号116.31梳2970.8躁39.15哄65.82依800×80疤0过1.17茧76.886鬼437好0.25貌0.52草1224翁4偿20慰下端醒116.31五3460.7池33.61望60.28义800×80爽0束1.18非71.344增431叉0.3瓣0.52孙1224傍4镰20若1不上端才131.5溪4984.5忧26.38买53.05脚800×80绕0芳1.33堂70.341贫430佩0.43怪0.52被1224吩4荐20斧下端坑139.7畜5821.4孤24仅50.67刺800×80肯0佩1.34震67.957省428嫂0.5欧0.52氏1224叛4荣20常③灰柱斜截面受剪芳承载力验算由以第十层柱为所例进行计算，抽上柱柱端弯矩费设计值明，疫柱底弯矩设计困值搁，轰则框架柱的剪胆力设计值的灵册乡涛外（黎2礼—随4界9午）脏柴乓雾切（井2料—雾50扰）尤N=468.丽38义K自N厚，误舰伐（磨2急—蓝51漆）丹所以该层柱应忠按构造配置箍陪筋，柱端加密掉区箍筋选吓用拌4愧F协8@10誓0密，非加密区箍然筋满足肝，选竹用述4徐肢箍筋，沈8@20诱0换。蛾其余各层柱的锹纵筋和箍筋具仙体配筋见下表福：抵表贤2.41罚跌足泻承驾陡B舞柱斜截面计算负朵桨成次晃层次溪M载柱顶疾M票柱底斯H盏n院(揉m)糕V接N昌h惩0聪(脆mm)址λ绢b约A庄sv欺/s励实配箍筋葵非加密区竿加密区言10拦260.59港186.52赏3.2抛167.67已468.38景665摊2.4060娃15夫700胳-0.52床10龄@150些10挣@100傲9惯193.69颂168.44捎3.2蓄135.8许978.31钥665恩2.4060诉15特700去-0.65赶10导@150驱10天@100因8叼218.77御205.01龙3.2舰158.92使1018锈665茎2.4060懒15眉700雕-0.55尊10妹@150坦10贿@100横7帅264.72博220.44拦3.2稿181.93耻1380.1降6祥665阿2.4060嗽15裂700尤-0.46羊10严@150艇10岂@100芹6洪272.23垦250.07暗3.2语195.86纤1746.4丹3释665川2.4060糖15插700启-0.4锯10乡@150悄10款@100菌5判297.92宵266.51翼3.2姑211.66书2119.8园6键665话2.4060盐15滤700煮-0.33码10滋@150遗10耻@100问4馅323.6惊266.28慈3.2弃221.21期2498.3减1滤665撞2.4060照15垄700醋-0.29判10烫@150升10兼@100恼3协310.66述314.35趣3.2阁234.38伤2876.3变665战2.4060缴15被700陈-0.23肉10场@150螺10