學(xué)士 黑龍江省某市六層商店住宅設(shè)計(jì)計(jì)算書

1.工程概況黑龍江省某市興建六層商店住宅，建筑面積4770平方米左右，擬建房屋所在地震動(dòng)參數(shù)，，基本雪壓，基本風(fēng)壓，地面粗糙度為B類。地質(zhì)資料見表1。表1地質(zhì)資料琴編號(hào)序土傅匪質(zhì)熊土層深度搜（故m售）俊e稈1形人工填土雜1忘15干2山粉質(zhì)粘土惠5檢18.8剃53渡0.93訴0.35蔥10暖190陽(yáng)3裙粘割卵土戰(zhàn)10償18.5膏24.2傅0.82損0.40頑12栽2102.結(jié)構(gòu)布置及計(jì)算簡(jiǎn)圖根據(jù)該房屋的使用功能及建筑設(shè)計(jì)的要求，進(jìn)行了建筑平面、立面及剖面設(shè)計(jì)，其標(biāo)準(zhǔn)層建筑平面、結(jié)構(gòu)平面和剖面示意圖分別見圖紙。主體結(jié)構(gòu)共6層，層高1層為3.6m，2～6層為2.8m。填充墻采用陶?？招钠鰤K砌筑：外墻400mm；內(nèi)墻200mm。窗戶均采用鋁合金窗，門采用鋼門和木門。樓蓋及屋面均采用現(xiàn)澆鋼筋砼結(jié)構(gòu)，樓板厚度取120mm，梁截面高度按跨度的估算，尺寸見表2，砼強(qiáng)度采用。屋面采用彩鋼板屋面。表2梁截面尺寸（mm）案層次費(fèi)混凝土強(qiáng)度等齊級(jí)燙橫梁有縱梁勒次梁柱截面尺寸可根據(jù)式估算。因?yàn)榭拐鹆叶葹?度，總高度，查表可知該框架結(jié)構(gòu)的抗震等級(jí)為二級(jí)，其軸壓比限值；各層的重力荷載代表值近似取12，由圖2.2可知邊柱及中柱的負(fù)載面積分別為和。由公式可得第一層柱截面面積為邊柱中柱如取柱截面為正方形，則邊柱和中柱截面高度分別為和。根據(jù)上述計(jì)算結(jié)果并綜合考慮其它因素，本設(shè)計(jì)框架柱截面尺寸取值均為，構(gòu)造柱取?；A(chǔ)采用柱下獨(dú)立基礎(chǔ)，基礎(chǔ)埋深標(biāo)高-2.40m，承臺(tái)高度取1100mm。框架結(jié)構(gòu)計(jì)算簡(jiǎn)圖如圖1所示。取頂層柱的形心線作為框架柱的軸線；梁軸線取至板底，層柱高度即為層高，取2.8m；底層柱高度從基礎(chǔ)頂面取至一層板底，取4.9m。圖1.框架結(jié)構(gòu)計(jì)算簡(jiǎn)圖3.重力荷載計(jì)算3.1屋面及樓面的永久荷載標(biāo)準(zhǔn)值圾屋面（上人）諒：紀(jì)罰木關(guān)辭2蓬0布厚水泥砂漿找汁平要層糞諸據(jù)海穗照15碑0代厚水泥蛭石保徑溫軟層肌速超百糕皺10功0暈厚鋼筋混凝土跨板扇碎浪荷孝吉征2呀0摔厚石灰砂漿陽(yáng)宇溫壘歸點(diǎn)己搶乘離合巷計(jì)呼笛蔬效董謹(jǐn)闊4沸.指11蓄1瞎～蠢5番層樓面：玻器放旗瓷磚地面（包背括水泥粗砂打穴底懼）罪赴內(nèi)0.55繩手曠12戒0油厚鋼筋混凝土漲板漁銅存屈郵白V豬型輕鋼龍骨吊旨頂筆或撤2垮0掀厚水泥砂倍漿遭式僵0.犯34數(shù)率劫療鏡合步計(jì)謠珍船賓蠶軌問(wèn)低3.39塊3.2鋒稅屋面及樓面可瞎變荷載標(biāo)準(zhǔn)值親袍正上人屋面均布體荷載標(biāo)準(zhǔn)美值酷煌勤否棵2.0攔現(xiàn)桃樓面活荷載標(biāo)旁準(zhǔn)含值啞咬沈傻奮圍2劫.抽0翻扁趣屋面雪荷載標(biāo)店準(zhǔn)疼值光銜我億3.3紗敘梁、柱、墻、釣窗、門重力荷黑載計(jì)算皆離血梁、柱可根據(jù)竊截面尺寸、材嘩料容重及粉刷怖等計(jì)算出單位巷長(zhǎng)度上的重力枕荷載；對(duì)墻、端門、窗等可計(jì)猛算出單位面積之上的重力荷載差了。具體計(jì)算榴過(guò)程從略，計(jì)認(rèn)算結(jié)果見較表雞3筆。徹販頑舅表揉3色恩梁、柱重力荷摔載標(biāo)準(zhǔn)值廳層次者構(gòu)件忘n綱1片橫梁醒0.3壞0.斥5澡25蹈1.毅05弓3.938振5.4神14他397.71腹4288.7棒6委縱梁憲0.3擋0.6蛾25勾1.瞧05凡4.725掘3.0喇12剖170.10唉縱梁候0.3禽0.6柏25絞1.機(jī)05窗4.725短2.8贊4倆52.92耕柱改0偉.6貍0淡.6鋼25趟1.宿05喝9.450丈4.9豐66鋸3056.1趴3沉橫梁衣0.3菌0.發(fā)5筐25鄰1.仆05狂3.938躬3.0曠11蘋129.95拜縱梁套0.3胖0.伏6鵲25夠1.榮05率4.725糾4.8灶16坡362.88址縱梁堅(jiān)0.3救0.6足25促1.05尾4.725擊2.1傻12悲119.07續(xù)表3倦縱梁望0.芝3況0.活6之25尤1.睬05趨4.725距3.0把18譜255.15薪3588.5誓7秀縱梁其0.升3禾0.里6轟25狀1.05閑4.725忠4.8黨16篇362.88顏縱梁蹲0.照3班0.6竊25額1.05壽4.725章2.1南12嶄119.07岸縱梁航0.搬3謝0.桿6框25聾1.05顛4.725沸2.8隊(duì)6腫79.38陸柱城0.肚6眾0.形6認(rèn)25膨1.05覺9.45餃2.8述66劃1746.3揭6埋橫梁畢0.紡3面0.蛾5塊25率1.05飛3.938馳5.4相22伯467.83糧橫梁米0.3睜0.5廣25圍1.05搭3.938恭3.0紙22蕉259.91恰次梁請(qǐng)0.挽3姨0.峰4昂25偵1.05摘3.15勞3.2導(dǎo)8察80.64使次梁籠0.烈3火0.4愿25匙1.05眼3.15求3.5情2陶22.05仆次梁決0.3個(gè)0.隔4祖25無(wú)1.05斤3.1殘5減5.2欺8熄131.04不次梁暈0.艇3燭0.壤4洲25勢(shì)1.05寫3.15瑞3.4裝6裂64.26銜嗓注內(nèi):1粒)蒙表中哀為考慮梁、柱總的粉刷層重力考荷載而對(duì)其重扣力荷載的增大概系數(shù)；臂表示單位長(zhǎng)度杯構(gòu)件重力荷載??；戒n絲為構(gòu)件數(shù)量憐略2湊）梁長(zhǎng)度取凈泳長(zhǎng)；柱高取層何高。歉外墻啞為拾4豬0選0宅厚陶?？招钠鱿K句（裕5碑），外墻面貼戲瓷磚伶（狠0.5厭），內(nèi)墻面為段20mm戶厚抹灰，則外瞇墻單位墻面重力荷載為：；濤內(nèi)墻糞為遙2刪0評(píng)0猜厚陶?？招钠鱿虊K，兩側(cè)漠均為臂20mm舌厚抹灰，則內(nèi)山墻單位面積重肥力荷載為：1。背木門單位面積睬重力荷載為盾；戒途鋁合金窗單位銳面積重力荷載閉取鳴；亂鋼鐵門單位面已積重力荷載為臂。穩(wěn)3.4做膀重力荷載代表隱值森（見圖迅4跨）悅西集中于各樓層得標(biāo)高處的重力他荷載代表值，顧為計(jì)算單元范餓圍內(nèi)的各樓層貢樓面上的重力例荷載代表值及供上下殲各愉半層的墻柱等超重量。計(jì)算時(shí)致，各可變荷載鋤的組合按規(guī)定承采用，屋面上娃的可變荷載均鴿取雪荷載，具夫體過(guò)程略，計(jì)勢(shì)算簡(jiǎn)圖見圖哀2觸。撐登座誘發(fā)4.倆宿橫向框架側(cè)移供剛度計(jì)算存橫梁線剛度滴計(jì)算過(guò)程見膝表賀4圖；柱線剛度薯計(jì)算見表理5睜。熔表蔑4因罵橫梁線剛度簡(jiǎn)計(jì)算表勺類別亮層次微AB覽36忌00濤BC竊60叢00愁表葛5肉幕擾柱線剛度依計(jì)算表予層次奔1耗4900言2800景柱的側(cè)移剛遭度蘭D綱值按下式計(jì)算心：顛。根據(jù)梁柱線浙剛度比欣的不同，柱可冤分為中框架中亂柱和邊柱、邊征框架中柱和邊樣柱以及樓、電形梯間柱等，計(jì)袖算結(jié)果分別見宇表絕6害、汽表7、表8。銹表撒6奴情電中框架柱側(cè)移貫剛泊度掀D眨值頓層焦夜修次雹左纏邊柱（枝18乞根）態(tài)右丈中柱（建18促根）引中柱（邊18擱根）肚1全0.354舍0.363朽11996滿0.519絮0.421帳13910創(chuàng)1.26取0.54考17845縣787518槽2牌～姥6宇0.203犁0.092原16292砌0.338扁0.145匯25678暈0.72湖0.265譜46929裁136606責(zé)6貞枯表扶7雹較最邊框架柱側(cè)移燥剛承度肌D導(dǎo)值辱層宋蝶凳次被A-貢1域，貨A-1魯5逐，昆A-1潔6客，貿(mào)A-30綱D-愿1白，植D-1搭5顯，鑰D-1聲6曠，參D-30暢B-打1劫，持B-1相5凡，芬B-1鍵6性，距B-30踢1腹0.591僵0.421真13910傍0.354恭0.363甜11996陰0.945塊0.49耳16193篩168396踐2依～止6圣0.338蓬0.145迫25678奔0.203戰(zhàn)0.092晝16292翼0.54肆0.213手37721激318764曾將上述不同情膽況下同層框架牽側(cè)移剛度相加推，即得框架各根層層間側(cè)移剛燕度休，見表附8怎。勸由表初8卵可見，爹，故該框架為藍(lán)橫向規(guī)則框架沖。鄭表假8東筋挨橫向框架層間填側(cè)移剛趴度叢D堵值際層窄冬矮次奇1夸2肺3歲4筆5蓄6惱119464圈2旅168483閑0糧168483懇0株168483文0掌168483零0陪168483貸0計(jì)5.橋捧橫向水平荷載焰作用下框架結(jié)麥構(gòu)的內(nèi)力和側(cè)狐移計(jì)算香5.1妹箭橫向水平地震擺作用下框架結(jié)絮構(gòu)的內(nèi)力和側(cè)半移計(jì)算寄番梨橫向自振周期青計(jì)算蕉結(jié)構(gòu)頂點(diǎn)的假博想位移計(jì)算見忘表堅(jiān)9值?；时戆l(fā)9貌權(quán)煌結(jié)構(gòu)頂點(diǎn)的假振想位移計(jì)算肉層奶央午次葉6隆4940.3令9制4940.3獎(jiǎng)9填168頭4830聾2.澡930遭88.偶58泥5丘6880.2擺8請(qǐng)11820.剪67亭168483話0叨7.020恐85.65熱4陪6880.2廊8修18700.都95戴168淚4830圍11.10罰78.63違3挨6880.2勸8諷25581.講23宋168訂4830飾15.180鳥67.53種2據(jù)6880.2鉆8撕32461.忌51雕168483醉0部19.270貓52.35朝1渴7058.8勾8音39520.亂39洋119464籍2熱33.080妻33.08逼結(jié)構(gòu)基本自震摸周期彼，其莫中隨υ橋T學(xué)的量綱坡為置m典，取飽，則紐攪凡石水平地震作用期及樓層地震剪鍬力計(jì)算堂駁禽本方案結(jié)構(gòu)高茫度小于震40m暑，質(zhì)量和剛度都沿高度分布較稼均勻，變形以饑剪切型為主，潤(rùn)故可用底部剪舍力法計(jì)算水平購(gòu)地震作用。因載為是多質(zhì)點(diǎn)結(jié)雹構(gòu)，所以覽寇溪設(shè)防烈度擋按而7壘度考慮，場(chǎng)地碧特征周期分區(qū)丸為二區(qū)，場(chǎng)地漿土鏡為缸Ⅱ嶄類架，查表得：固特征周伶期格T喇g滴=0.40s梳勝攏水平地震影響曾系數(shù)最大值謀因?yàn)獒劊怨啦煌麘?yīng)考慮頂部附扛加水平地震作惕用。狼各質(zhì)點(diǎn)的水平倦地震作用：拋表胡1中0歲各質(zhì)點(diǎn)橫向水古平地震作用及隆樓層地震剪力附計(jì)算表建層次鉆H扣i稻（刃m關(guān)）窄G投i畫（悟K看N倆）卵G腥i雖H元i抽（龜K巷N瓦）纖F驗(yàn)i搞（桌K銜N雄）潤(rùn)V莫i室（暴K酒N訪）值6唱18.9進(jìn)4940.3鑒9派93373.申37骨0.27鍋1116.7目9補(bǔ)1116.7南9疾5屆16.1深6880.2去8統(tǒng)110772哭.51熄0.223瘡922.38修6忌2039.1料76柔4襲13.3仿6880.2逗8遭91507.冶72憐0.185洋765.20強(qiáng)8續(xù)2804.3臺(tái)84珠3介10.5荷6880.2垃8還72242.幻94看0.146稍603.98攀4枝3408.2背78姑2鎮(zhèn)7.7特6880.2駐8破52978.柳16丘0.107刃442.58予3850.8斤58億1武4.9朵7058.8則8釀34588.倍51別0.07振289.54篇4140.3被98鋒各質(zhì)點(diǎn)水平地宴震作用及樓層蒜地震剪力沿房球屋高度的分布跑如下圖聞3羅。春（售a飼）縱向水平地赴震作用分彩布支餅每汽私臣（好b找）層間剪力分足布惕例迫財(cái)畝圖忽3錘心縱向水平地震杠作用及層間剪嘴力分布圖直沒樓水平地震作用遇下的位移驗(yàn)算盟凳戚水平地震作用爐下框架結(jié)構(gòu)的嫁層間位移籍和頂點(diǎn)位移定按下式計(jì)算剖唱奇和湊輩側(cè)，各層的層間枝彈性位移角貸，計(jì)算結(jié)果如雁表尺11叛。牽表跌11剪宋魚橫向水平地震棉作用下的位移庸驗(yàn)算藍(lán)層蛾劉磁次專6天1116.7錄9副168483信0山0.66叛11.31憤2800殼0.灣236狂5餡2039.1胳76欄168483陶0脾1.21屠10.65度2800盛0.右432架4旨2804.3餡84擋168483泡0拍1.66勵(lì)9.44孟2800食0.當(dāng)593宜3申3408.2員78核168483撿0水2.02振7.78配2800內(nèi)0.頂721洲2品3850.8旨58滔168483膀0鞭2.29忙5.76莫2800記0.818謙1卷4140.3馳98亦119464它2忌3.47良3.47吵4900引0.秘708挪由表可見，最絞大層間董彈性位移角發(fā)檢生在第午2街層，其值區(qū)0.818處〈穩(wěn)1/550魔,變滿足要林求草,窩其中齡是由彈性層間姻位移角限值查乳得。厘塞認(rèn)念水平地震作用岔下框架內(nèi)力計(jì)各算很機(jī)以舌4片軸線框架內(nèi)力區(qū)計(jì)算，其余框粉架計(jì)算從略。服青漏框架柱端剪力議及彎矩按式每地；騾；等各柱反彎點(diǎn)高把度比白咽本例中底層柱注需考慮修正憐值盼y糾2翠，第二層柱需抖考慮修正蝴值撞y弱1類和晨y菊3薦，其余柱均無(wú)松修正。計(jì)算結(jié)汁果見表故1鉗2掠。才近梁端彎矩、剪衣力及柱軸力分泳別按式；；懶；重處崖援器；結(jié)計(jì)算結(jié)果見表周12舍。菠表包12插各層柱端彎矩的及剪力計(jì)算吹層次脈h呆i繭/m悅V有i遲/尾k現(xiàn)N塞Σ光D之ij殖N窮·角m罵右?guī)陀噙吿藶⒂爸ㄖ懈先庵鉊互i1辱V探i1毛y甘D巡i2弊V之i2僅y下寧縣鉗棕出飾太敞錯(cuò)拳辭噴衰層搜吹座夠粱外考乞皺后主胸崇你平智遙腎員棚緣堂穩(wěn)竹酒丘地嚼茂帆跌票勾完踩炒靈汽飛趣鋸黨哄塵趟喬排鞠搭屠鎖潔神瑞薦銅墾筍占篩紫蹄席壇飄戰(zhàn)建壺填蒙散恩枝阻慎迫招驕運(yùn)油段咐妻論仇肉候窗觀菌泊運(yùn)掀顛紀(jì)們惰股軍界伶蓮障壓采注偽:見表導(dǎo)中全M釘?shù)牧烤V屆為四kN·m,遷V墾量綱無(wú)為銹kN擇續(xù)表12仆層次怠h遇i誦/m洋V恢i景/悅k男N絡(luò)Σ否D卡ij竊N絮·僅m損邊聯(lián)盾礙柱脅D振i1拜V奧i1飛y嗎冒里謎邊驟意座冬攻啊絨找欄才席更拖厲箏挺杠倚嗓枯槍閥心境貍志銳勁恨放評(píng)雙香調(diào)閉推磚哨里痛鞠浩信規(guī)枕辣表娘?？嵬斓聦釉⌒墓┤f(wàn)湯泡吼舍罷娛向旬劣淺病餓聰表呈13導(dǎo)梁端彎矩、剪朱力及柱軸力計(jì)友算窗層次揭邊梁衰邊輩梁盼柱軸力掏L巡V怠b究L選V凝b彩右邊柱調(diào)中咱柱德N皺1殃左邊柱訪6義39.602途24.754程3.6柴17.88飯28.577話10.716概6.0麻6.55辨17.88塑-11.33剛-6.55后5輩67.317誓42.073蒸3.6化30.39盜42.909嗎16.09憤6.0箭9.83童48.27劈-31.89俘-16.38后4犁99.564遠(yuǎn)62.228遭3.6浪44.94倡52.172崇19.565執(zhí)6.0順11.96距93.21橫-64.87狐-28.34丸3園127.85臘7科79.911使3.6煮57.71粘71.692晚26.885窄6.0斗16.43共150.92荷-106.1忙5感-44.77破2芳31.756直19.848湖3.6敘14.33釣78.338反29.377耳6.0瓶17.95矮165.25鬼-102.5巧3進(jìn)-62.72召1攪278.57妥4欄174.1流1遍3.6音125.75拋101.緩90怎38.211潤(rùn)6.0耐23.35安291身-204.9失3慨-86.07規(guī)注英:1企)拾柱軸力中的負(fù)墊號(hào)表示拉力。透當(dāng)為左地震時(shí)河，左側(cè)兩根柱框?yàn)槔恿υ?膚對(duì)應(yīng)的右側(cè)兩右根柱為壓力。胡2團(tuán)）表中單位榨為麻kN·刮m寨，舉V筐單直位過(guò)N飼，斥l指的單位企為獲m僑。.易（蛙a翁）框架彎矩畝圖詢妨提告嘉弦（愈b華）梁端剪力及走柱軸力圖掩圖級(jí)4傷蓄左地震作用下孝框架彎矩圖、變梁端剪力及柱料軸力圖灰5.墻2巧續(xù)橫向風(fēng)荷載作漆用下框架結(jié)構(gòu)掘內(nèi)力和側(cè)移計(jì)商算俯擠洗風(fēng)荷載標(biāo)準(zhǔn)值工風(fēng)荷載標(biāo)準(zhǔn)值法按式費(fèi)，肉基本風(fēng)計(jì)壓睜w挺0量=0.40K暴N/m立2尼。由彩《荷載規(guī)范》脹查得薪（迎風(fēng)面）和旗（盜背瓣風(fēng)面）扣，宰B盟類地區(qū)雹，央H/B=謎18.9醋/演8遼2.9宗=0.陽(yáng)2惱3僵，查表得唉：蛛蒙脈動(dòng)影響系更數(shù)幼υ干=0.42.昂T朽1劫=0.首492袋S牽銅埋，勉W假0團(tuán)T后1鏡2茂=0.塔097傅KNS藝2概/m筑2寺.河靜這查表得脈動(dòng)增棄大系蘇數(shù)件ξ作=1.袍23陪。寸挨焦仍取壘圖椒4日軸線橫向框架驚，其負(fù)載寬度葡4.05輝m黑，沿房屋高度壞分布風(fēng)荷載標(biāo)劫準(zhǔn)值電根據(jù)各樓層標(biāo)非高處高券度逼H戶i鏟查取謎，混沿房屋高度的乞分布見表侵1勒4匠。緞吊沿房屋高度的撲分布見圖躬5百（漢a礙）屢。慮翁傳表慧1許4墻玻沿房屋高度分督布風(fēng)荷載標(biāo)準(zhǔn)宏值民層次犬H輩i構(gòu)（井m哥）株H羽i襪（雅m咬）壟6舅18.9慶1.00帖1.226姓1.421睛2.26統(tǒng)1.41拿5封16.1愈0.852鬧1.164誰(shuí)1.378轟2.08孔1.30子4供13.3望0.703繼1.092牧1.333青1.89床1.18棋3溝10.5派0.556初1.014介1.283偽1.69襯1.05叫2惠7.7繳0.407臂1.0每1.210兵1.57多0.98躺1化4.9樸0.259芹1.0顧1.134翁1.47磚0.92皆《荷載規(guī)范》傳規(guī)定，對(duì)于高嚼度大于凝30m毛且高寬比大元于乏1.晶5唯的房屋結(jié)構(gòu)，濃應(yīng)采用風(fēng)振系雹數(shù)貓來(lái)考慮風(fēng)壓脈搖動(dòng)的影響，本述例房屋高度貌H=習(xí)18.9飄m慨<曬30m階,H/B<招0.2燦3娃,熊因此，該房屋腎應(yīng)不考慮風(fēng)壓抗脈動(dòng)的影響。芹及冒框架結(jié)構(gòu)分析超時(shí)，應(yīng)按靜力寧等效原理將分歇布風(fēng)荷載轉(zhuǎn)化偉為節(jié)點(diǎn)集中荷祝載，掉節(jié)點(diǎn)集中荷載抓見圖灰5諷（便b鼻），嘉例理第翠5導(dǎo)層集中荷始載鏡F妖5神的計(jì)算如下：棒F焦5底=(趟2.08側(cè)+閉1.3百+慈1.89底+如1.18滔)×干2.8絕×1/2勞盟+向［（碌2.26泉-召2.08香）鄭+預(yù)（李1.41膜-姓1.3串）占］屠×泥2.8徐×1/2×1痰/3測(cè)浴+濱［（閘2.08粗-郵1.89考）淘+葛（椒1.3神-壤1.18炸）器］渠×坦2.8棟×1/2×2推/3蘿軟=9.4砌5KN呢犁符（泉a也）風(fēng)荷載沿房返屋高度的分夜布間距侮拉擇（即b株）等效節(jié)點(diǎn)集報(bào)中風(fēng)荷載駕奶羊酒殃灑續(xù)圖錦5遞嶼框架上的風(fēng)荷磚載枝登擾風(fēng)荷載作用下斥的水平位移驗(yàn)窄算辭很垮氣根據(jù)圖支5澆（倦b夠）所示水平荷狡載，由式肥計(jì)算層間剪位力沉V車i煙，然后依據(jù)表寶6馬求出暖軸柏-4舉線框架的層間美側(cè)移剛度，再雀按式；攻計(jì)算各層的相對(duì)對(duì)側(cè)移和絕對(duì)腐側(cè)移，計(jì)算結(jié)嬸果見表伐1配5桂。膏表說(shuō)1術(shù)5透風(fēng)荷載作用下愧框架層間剪力塑及側(cè)移計(jì)算裝層次槽1嶄2弊3娘4床5斯6妖F傻i詞（奶K淘N漲）珠10.97曬7.15閱7.74撲8.59受9.45距8.43泥V沸i障（海K宣N嚇）仗52.33籌41.36火34.21若26.47特17.88繭8.43揉43751掘88899堡88899踏88899構(gòu)88899腔88899貨1.196委0.465毀0.385畜0.298參0.201什0.094睛1.196萍1.661季2.046醉2.344造2.545敗2.639勸0.凈244傻0.屬166蜻0.哈138旬0.106反0.072尿0.034滿選枯由表畢15歸可見，風(fēng)荷載含作用下框架最是大層間位移角攝為于0.庸244擋，遠(yuǎn)小鉤于禿1/55沖0衡，滿足規(guī)范要現(xiàn)求。茶碼攪風(fēng)荷載作用下火框架結(jié)構(gòu)內(nèi)力席計(jì)算矮風(fēng)荷載作用下揪框架結(jié)構(gòu)內(nèi)力嚷計(jì)算過(guò)程與水陡平地震作用下揪的相同。味4羞軸線橫向框架治在風(fēng)荷作用下莫的彎矩，梁端窩剪力及柱軸力農(nóng)見圖通6諷。密計(jì)算結(jié)果防見表福1蜜6聾表所1熄7動(dòng)；宴表敞17域腿風(fēng)荷作用母梁端彎矩剪力館及柱軸力計(jì)算獅層次享左校邊梁夸右幸邊偏梁窄柱軸力差L拜V婦b特L艇V伶b廣右萄邊柱積中出柱侵N番1中左邊柱偶6仁4.075死0.489黃6島.0腐0.76墾5.654鉆3.534傻3.6紀(jì)2.552糧-0.76椒-1.792災(zāi)2.552差5碑7.097惠0.852蜘6選.0汁1.325殿10.989運(yùn)6.868兆3.6傘4.96厘-2.085于-2.085匯7.512挨4季11.097焰1.332燃6巧.0程2.072給17.461勺10.913真3.6豎7.882揮-4.157寺-4.157屯15.394京3速14.463為1.736瓣6脊.0較2.70就23.783潮14.864診3.6裝10.735芬-6.857苦-6.857莫26.129千2躍15.392然1.847齡6晝.0通2.873條5.59樣3.494味3.6亦2.523惹-9.73舒-9.73把28.652兄1護(hù)25.615間3.074府6熊.0構(gòu)4.782侍68.123觸42.577患3.6拔30.75洞-14.51喬2爭(zhēng)-14.51霧59.402孫4咽軸線橫向框架纖在風(fēng)荷載作用君下的彎矩、梁繪端剪力及柱軸羽力見圖魔6彩。竟表啊16扁序風(fēng)荷作用奪各層柱端彎矩名及剪力計(jì)算鄭層次鼓h帽i燈/m晃V屯i掙/絮k攪N況Σ泳D升ij狹N搜·牌m靠左腥線邊味掠罷柱談中魚靈職柱梅D女i1冬V銹i1巷y戀D平i2兄V旬i2魯y閑稈外摧喇珠美擠懇纏蜂敏淺固起繭籮邊梨董梨待砌獎(jiǎng)義辟毅情爆熟惹穴湊撞芹束索挑衰攔奏呈脂響輝改快某炮蠢嗎疫欄雞尼落障桂慈腹眠惹帶啦壓摟霞柱西杯酬嘩品服礦是跳激悉甜筍跡均躁牌每益屈溉挪取大墾混脖悅頌層次熟h標(biāo)i伯/m糊V肚i鄭/摧k東N酷Σ留D活ij宜N挑·佳m逗右德并邊籍灰葡柱斧D頌i1賣V之i1團(tuán)y勝襖吧務(wù)塵圓紐寒張談底判死服憑聲湖糊翁桿勾件膀險(xiǎn)盈殼英彈愿露布橡釀擴(kuò)柿灑家局狗太峰澆尖梁斧搏獻(xiàn)晶翅嶺喇宗朋遼令頃債聾客需續(xù)表16熟（術(shù)a升）框架彎矩誰(shuí)圖頁(yè)尋抹湖表習(xí)（肯b蜘）梁端剪力及輝柱軸力圖申圖迎6并橫向框架在水墓平風(fēng)荷載作用穩(wěn)下框架彎矩圖福、梁端剪力及離柱軸力圖耳6.跨腥豎向荷載作用胡下框架結(jié)構(gòu)的怠內(nèi)力計(jì)算上6.1掀躬橫向框架內(nèi)力絕計(jì)算章辣蒸計(jì)算單元島取興8戀軸線橫向框架違進(jìn)行計(jì)算，計(jì)謊算單元寬度為廉3.6趴m瓦，如圖構(gòu)9市所示。由于拳房間內(nèi)布置有豎次梁敗，故直接傳給團(tuán)該框架的樓面淺荷載如圖中的語(yǔ)水平陰影線所孫示，計(jì)算單元柱范圍內(nèi)的其余換樓面荷載則通扮過(guò)次梁和縱向吸框架梁以集中槐力的形式傳給木橫向框架，作她用于各節(jié)點(diǎn)上棉。劑由于縱向框架野的中心線與柱貍的中心線不重霉合，因此在框描架節(jié)點(diǎn)上還作教用有集中力矩宰。注陳庸荷載計(jì)算啟醋.1黎辛恒荷計(jì)算原在圖濁7鑼中，牲代表橫梁自重硬，為均布荷載年。載對(duì)于移第暈6劃層：降=汁，眉為房間板傳給涌橫梁的梯形荷獸載，賣由圖檔7衛(wèi)所示，幾何關(guān)返系得撿圖旁7筑竹橫向框架計(jì)算需單元怪圖逗8惰各層梁上作用匪的恒荷載慶舟暮=雨街究淡、趕分別為由邊縱堪梁、中縱梁直辨接傳給柱的恒挨載，它包括梁警自重、樓板重尼和女兒墻等的烈重力荷載，計(jì)醫(yī)算如下：哥集中力重矩棵澇誘宅管念淹坡對(duì)下2梅～奉5榨層，早包括梁自重和臥其上邪橫墻自重，為比均布荷載。其倚它爽荷載備計(jì)算方法同第牛6向?qū)永L：蹦偏怎桌亡崗泛省板翁石輝鐮跟聽太吹候雖期海融絡(luò)添跨荒對(duì)幻1駝層：轎彩囑卡熟負(fù)竄匆增王培邁驚邀指步掃肉鑒賭爐挖犧.2碰舊活荷載計(jì)算夾喂把活荷載作用下絨各層框架梁上功的荷載分布如瘡圖蹈9趕所示。急伯請(qǐng)搬朱耳階坐共東忙最衰企乒眠練圖壞9漏辛各層梁上作用椒的活荷載運(yùn)像在雪荷載作用塔下：云庫(kù)斬送筆擱恭箭獸舟說(shuō)或僚簡(jiǎn)易穿薪浩鏡對(duì)于粒1士～裂5宏層皮：況弟到普聯(lián)丘蛇配汽定將以上計(jì)算結(jié)撿果匯總，見表血18各，糠表血19丹。定表終18郵補(bǔ)暈橫向框架恒荷歪匯總表忌層裳勇刪次致6釣3.9擠38鮮14.79門6謠14.796珠0洪45.1撿43.64晃0爹45.1親6.77女0閉0創(chuàng)6.765渾2帖～睜5架12.40會(huì)2悔12.20纖4耗9.153友11.1鍋9遼32.57榴62.58箱63.34隆32.49眨4.89謎0倉(cāng)0敵4.87窗1則17.55鈔12.20熄4絮9.153淡11.1碰9蛙32.57近62.58窩63.34廈32.49貼4.89都0苦0經(jīng)4.87邪表犯19丸府孤橫向框架活荷愛匯總表商層怠竄煉次昏6購(gòu)7.2外12漫0鋸6.48驕12.96鞠25.92傍0貌0.972唉0握0半0.972撇1耽～疏5莊7.2車5.4更6.6折6.48獎(jiǎng)12.56懇25.92錄12.51隨0.972寨0儲(chǔ)0葛0.965覽舅膨內(nèi)力計(jì)算島梁端、鍵柱端彎矩采用蒙彎矩二次分配船法計(jì)算。怕彎矩計(jì)算過(guò)程恰如圖泄10域所示劃，所得彎矩圖宣如圖版1敏1橫所示。梁端剪宿力可根據(jù)梁上慈豎向荷載引起諷的剪力與梁端適彎矩引起的剪顏力相疊加而得舊；柱軸力可由寒梁端剪力和節(jié)慣點(diǎn)集中力疊加來(lái)得到，計(jì)算柱槍底軸力還需要鐘考慮柱的自重蘆，如表在20火和表拿21版所列。恒荷作用下羅敞惡圖腥10出振橫向框架彎矩牲的二次分配法壟（互b寺）活荷作用下泊圖語(yǔ)10岸掃橫向框架彎矩膀的二次分配法匠（巷a果）恒荷作用下吸圖伸11俘豎向荷載作用村下框架彎矩圖態(tài)（罷b屆）活荷作用下盆圖您1獎(jiǎng)1抗菠豎向荷載作用若下框架彎矩圖飛表模2釀0駐咱森恒荷作用下梁枯端剪力及柱軸拍力月層儲(chǔ)次適荷載引起的剪導(dǎo)力嫩彎矩引起的剪望力伏缺潮正化總息良炎剪年諸縫力諸需闊忙搞創(chuàng)柱拼貝炸軸來(lái)穴動(dòng)力充AB堡貫跨啊B射C海完跨葉AB揮駱跨胳B輝C怕滋跨初A邁B帥跨菜B醉C歇跨林職蕉A用桃柱病扎B使亡柱召C晝脊柱哥V償A三=V辮B范V奶B挑V脅C升V崇A乏=-V販B河V族B裝=V肝C牙V乖A武V驕B嚴(yán)V路B魂V廳C村N得頂擔(dān)N喚底杜N缺頂稅N濃底銜N洪頂輝N降底截6牲23.31犬51.07德51.07罰-3.977勝1.359幸19.333夏27.287盟49.711訂49.711捧64.433緊110.73想8下120.63鉆8北166.94攀3束94.811嬸141.11勵(lì)6器5零53.98碎100.73錯(cuò)93.43貓-6.464本2.178滋47.516百60.444獨(dú)91.252溪98.552誦203.35胖4趣229.81育4蛾369.57段9慮396.03寸9乖277.46尊8珍303.92譽(yù)8膨4袍53.98姥100.73剪93.43假-6.27士2.279芬47.71客60.25庸91.151社98.451課322.62峽4僅349.08儲(chǔ)4航598.38因624.84學(xué)440.17李9設(shè)466.63弱9葉3蹄53.98說(shuō)100.73西93.43磚-6.27浩2.279遼47.71共60.25驟91.151品98.451督441.89法4恒468.35攤4婦827.18腿1糟853.64幸1到602.89滑629.35障2遵53.98似100.73找93.43刊-6.29麻2.14芒47.69荒60.27崗91.29搞98.59宗561.14幟4唯587.60救4下1056.1國(guó)41隸1082.6式01庫(kù)765.74甘792.2腹1市53.98娃100.73我93.43腹-6.404笑1.99稅47.576這60.384網(wǎng)91.44陜98.74禽680.28曠706.74慨1285.3擊65加1311.8溝25短928.74林955.2榆表鼻2火1址淋活呀荷作用下梁端悅剪力及柱軸力扔層貓次家荷載引起的剪送力匠彎矩引起的剪照力縮序崖群申總傻妄團(tuán)剪旬翼矛力叔幼止痛尿隙柱蜻甚擁軸摧怪鋪力助AB居幕跨既B具C棚異跨芹AB桿客跨擋B溜C成衫跨徹A冬B扇跨棕B濟(jì)C釀奇跨煌A襲咳柱糧智B候丸柱乏C呼理柱武V唐A蠢=V立B慢V悉B訴V菜C銀V旋A傷=-V費(fèi)B居V攪B耀=V挨C私V小A中V情B圣V哈B班V桐C摟N靈頂冠=寨N艘底次N睡頂感=剪N鹿底蜜N朽頂伯=邪N表底延6哲6.48公25.20牧25.20側(cè)-1.931公0.121閉4.549障8.411晨25.321掃25.079辱11.029秩46.692孩31.559敲5拉6.48珠15.64蹈15.05宜-0.563平0.022肯5.917惠7.043夜15.662飽15.028美12.397傅35.265詳21.463暖4裕6.48廢15.64描15.05漿-0.723份0.044置5.757規(guī)7.212栗15.684咸15.006貫12.237惜35.456遠(yuǎn)21.441跡3植6.48止15.64窗15.05名-0.723闖0.044考5.757宅7.212竭15.684祝15.006笑12.237苦35.456斜21.441汗2葡6.48喬15.64款15.05妄-0.74養(yǎng)0.038除5.74暴7.22爭(zhēng)15.678事15.012胖12.22無(wú)35.458怎21.447姓1庸6.48束15.64礦15.05酬-1.125臣0.08否5.355麥7.605怠15.72振14.97寇11.835姻35.885搶21.405慢6.2杠夢(mèng)橫向框架內(nèi)力刺組合叔椒社結(jié)構(gòu)抗震等級(jí)礦亂陣結(jié)構(gòu)的抗震等截級(jí)根據(jù)結(jié)構(gòu)類療型、地震烈度魯、房屋高度等傷因素查表得，主本商場(chǎng)框架結(jié)邀構(gòu)為二級(jí)抗震誓等級(jí)。教儲(chǔ)送框架梁內(nèi)力組政合芝走震本方案考慮了化四種內(nèi)力組合拋，即核，瘋，平及槳。此外，對(duì)于茶本方案，蓮這種內(nèi)力組合陶與考慮地震作領(lǐng)用的組合相比介一般較小，對(duì)兩結(jié)構(gòu)設(shè)計(jì)不起船控制作用，故藍(lán)不予考慮。各闖層梁的內(nèi)力組德合結(jié)果見表扶22爐，表中遠(yuǎn)，胸兩列中獎(jiǎng)的梁端彎矩仔為經(jīng)過(guò)調(diào)幅后罰的彎矩（調(diào)幅排系數(shù)破取瞎0.朋8逮）。根洽商框架柱內(nèi)力組芽合嚇取每層柱頂和喝柱底兩個(gè)控制底截面進(jìn)行組合寫，組合結(jié)果以洞及柱端彎矩設(shè)枕計(jì)值的調(diào)整見猜表現(xiàn)6.稱6隨～解表轉(zhuǎn)6.廟9估。在考慮地震君作用效應(yīng)的組透合中，取屋面斬為雪荷載時(shí)的凍內(nèi)力進(jìn)行組合勁。躲層次組截面姑內(nèi)力羊S寶GK清S頭QK辟S拔WK選S肝EK參1.2S原GK限+1.4(S減QK訓(xùn)+S該WK匙)姥S閑QK系S劑QK庭一瓦A形M瘦-30.46濕1稀-2.586蓮68.123催278.57邁4壓53.999叨135.54雁6摩243.03孝1餡-300.1版88奸-43.70蜻8絞-40.17夕4就177.84舟3揉V斬47.576劣5.355忍30.75非125.75寄21.538露107.63矮8嚷-77.37玩8積167.84勿3聚69.583享64.588齒B形左肌M蓋-48.90豪5塔-5.825乳42.58呼174.11茅-126.4模53遙-7.229方-216.3越93胞123.12楚2突-71.84只7記-66.84灣1萄V伸60.384蓄7.605黃30.75爹125.75痛126.15威8兵40.658儲(chǔ)180.37催4午-64.83輩8鉗89.123文83.108辨層鹽B閣右犬M魯-105.0葉2拴-14.34鄭4憐25.62剩101.89駐6橋-110.2衫33井-181.9爽69秒-1.62標(biāo)-200.3克18俊-156.1抄16頁(yè)-146.1坊01容128.70斬6襖V削98.74境15.72胖4.782貸23.35掃133.80憲1忘147.19診1犁73.174枕118.70滅6計(jì)149.01漫9凡140.49磚6累C吵M疏95.462限13.959錯(cuò)3.074戒38.211機(jī)129.79蛾3店138.40麗1栗54.942禽129.45杯3焰142.83匯3多134.09屬7璃V咬43.038犧14.97境4.782痰23.35撞79.298愚65.909紗68.237急22.704夸73.071齡72.604徒跨間怒M推AB各75.26警46.39級(jí)111.37量153.72蹄48.48沉162.89森M蜻BC松230.18顧174.42棵299.37猶189.38立272.31題201.94雄三星A劉M桿-30.55辭3偽-2.933歷23.783填127.85捐7冬-7.474改-74.06傅6蹄95.843垂-153.4幼78右-44.18巾-40.77姥111.79劍7竄V怪47.71雨5.757倒10.735綱57.71藍(lán)50.283怒80.341芒-10.73針8子101.79團(tuán)7機(jī)70.166倦65.312磁B粥左疫M(jìn)手-48.61蝴-5.014繁14.867飽79.911迷-86.16瘋5此-44.53暈8辨-123.9它19弱31.908黑-70.63現(xiàn)8身-65.35寶2根V畝60.25偶7.212你10.735恨57.71揮97.426勤67.368木113.73輸8預(yù)1.203摧88.55粱82.397限層燕B溉右盡M斗-99.86棟3其-15.04眠8對(duì)14.463鄉(xiāng)71.692中-120.6加55筒-161.1玩51貿(mào)-26.74她9汗-166.5茂48巷-149.8連63辭-140.9鏟03摸121.68線3灘V桐98.451徑15.684丙2.7充16.43僵136.31失9缺143.87敏9般79.644妖111.68名3棉148.59奪3伶140.09壩9叨C級(jí)右吃M頑88.926血14.838教1.736蕉26.885郵125.05領(lǐng)4惱129.91奮5富60.497咸112.92珍4冠134.88字8絲127.48泄4災(zāi)V盟91.151能15.006逆2.7因16.43區(qū)134.17丑126.61降104.80底8勒72.769效138.06數(shù)130.39的跨間薯M誤AB辨68.98圍31.45途151.13盜270.56賴34.53掘157.54衰M搶BC浮176.56然148.31憤218.76屋153老163.87這160.03左表錫2謀2阿框架梁內(nèi)力組寧合表續(xù)表22因?qū)哟巫嘟孛尕們?nèi)力女S溪GK賣S牲QK繡S樣WK動(dòng)S演EK額1.2S虎GK嘆+1.4(S作QK估+S堤WK胖)輸S鐮QK壩S柏QK艷六智層憲A細(xì)M殲-25.30滅2王-2.01常5.654紋39.602熄-25.26螞1床-41.09對(duì)2釘14.936爆-62.28千8計(jì)-36.16忠8飼-33.17脆6栽46.88職V債19.333國(guó)4.549愿2.552稿17.88僑25.995撈33.141啞2.014零36.88怠30.639財(cái)29.568瘦B脾左睡M脾36.755典7.573根3.534定24.754汁49.761班59.656默12.352爹60.623涼57.192捆54.708消V糕27.287上8.411歸2.552昌17.88特48.093漆40.947盯45.776未10.91烤45.248跟44.52污B農(nóng)右發(fā)-49.58貿(mào)6故-21.56酬2蘆4.075拾28.577推-83.98蠟5態(tài)-95.39良5州-26.46采8摟-82.19病3叛-88.50唐3闊-89.68顧93.357予49.711贊25.321棍0.76希6.55燃94.039刮96.167缸49.748糾62.521體92.431倦95.103丸C婚M汪43.061瓣22.142腦0.489危10.716平81.987改83.357來(lái)38.271遼59.167淡80.274闖82.672偶V腥49.711忠25.079衰0.76徒6.55新95.828偷93.7惰62.412訴49.639敏92.189醫(yī)94.764火跨間折M傲AB炒78.11曠43.26頁(yè)62.87段66.14熟32.45奶132.32汗展M改BC染96.27隊(duì)93.94肥94.37怒84.63牽150.72爽93.27擠表眉2桌3參(a)冒亦叮橫向框?qū)W架耕A丹柱彎矩和軸力徹組樂(lè)合枕層次汪截面第內(nèi)力置S登GK韻S私QK歐S靜WK斃S液EK次1.2S材GK施+1.4(S社QK抱+S肅WK盲)插S怕QK舟S糞QK混N戀N同min嚼M均N誠(chéng)max猾M換6豆柱頂述M針19.798軌2.513墨5.654組39.602親19.360巡39.191稼-19.66漂3脈57.561槍29.240裂27.276惕57.561犁-19.66和3款29.240雕N佩64.433亡11.029闊2.552戒17.880師89.187梳96.333雹45.520雜80.386憲98.014載92.760走80.386錦45.520富98.014通柱底只M獅-18.32搜4每-1.764吐1.150閑8.054感-22.84釣8支-26.06干8吳-9.433伶-25.13榮8欣-26.50香1董-24.45蹲8杏-25.13弊8挎-9.433稅-26.50謙1情N陣110.73不8綁11.029肝2.552廚17.880飄144.75腰3計(jì)151.89蹦9吉87.194財(cái)122.06灣0步160.52刃5振148.32奴6租122.06響0獨(dú)87.194喉160.52丸5毅5勒柱頂奏M的16.671最2.187說(shuō)9.839敞59.263評(píng)9.292燭36.842焰-41.79閘3角73.769無(wú)24.693咳23.067以73.769廣-41.79索3荷24.693贊N日203.35風(fēng)4江12.397范7.512妹48.270咐250.86來(lái)4扇271.89禍7慘141.53些4莖235.66闊1播286.92蛙5胞261.38允1新235.66鞏1雨141.53鐮4副286.92優(yōu)5油柱底偏M燃-16.33才3壤-1.439隨4.609勾27.761覽-15.16壁2濟(jì)-28.06互7僵11.720辜-42.41趨4千-23.48暢9奏-21.61死4亞-42.41晴4縮11.720捆-23.48漠9保N占229.81冒4居12.397院7.512砌48.270逗282.61動(dòng)6腿303.64槳9落165.34槍8弦259.47租5凱322.64何6秧293.13嚷3棄259.47稈5跑165.34喇8交322.64惰6辛4剛柱頂圣M彈16.314怠2.411退12.852屯71.803謊4.959狹40.945敘-54.24吸0盆85.775磁24.435林22.952俘85.775叔-54.24瘡0指24.435粱N線322.62可4于12.237漁15.394桃93.210可382.72置9彎425.83遇2借204.98哲9雪386.74葬8滿447.77脊9券404.28貞1嶺386.74斬8叼204.98巨9株447.77蓄9肝柱底砍M宿-16.33磁3墊-1.439請(qǐng)8.568奴47.869魂-9.619些-33.60膏9煤31.325懼-62.02越0淚-23.48這9蜂-21.61灑4窯-62.02骨0亮31.325廉-23.48次9供N齡349.08鎖4王12.237設(shè)15.394處93.210穗414.48創(chuàng)1堡457.58憐4隙228.80壞3序410.56館2共483.50袖0有436.03爹3鴿410.56炒2陜228.80掏3睛483.50黑0吸3禁柱頂蹲M集16.314貼2.411襖15.215直79.988礦1.651炎44.253他-62.22的1召93.756鋸24.435弦22.952省93.756堵-62.22義1趣24.435漫N姻441.89葉4譽(yù)12.237晝26.129耳150.92寇510.82碎4候583.98蓄5柄256.06邊4播550.35戒8霸608.79工4英547.40暖5具550.35頭8輸256.06泉4輸608.79炭4括柱底具M(jìn)險(xiǎn)-17.05宇6呆-1.477歡12.449請(qǐng)65.444服-5.106粗-39.96爪4鉤47.793抹-79.82斜3紋-24.50呀3飄-22.53霧5培-79.82康3甜47.793增-24.50芳3殺N出468.35曲4辭12.237孩26.129夾150.92拌542.57撇6去615.73拾7掠279.87桌8導(dǎo)574.17樹2環(huán)644.51滴5涌579.15膽7脖574.17蝶2臨279.87澤8療644.51柱5推2愛柱頂豐M兩17.960炕2.354超2.859并33.688煮15.245站34.450江-15.62便3幣50.069撓26.600岸24.848涉50.069蟻-15.62姜3償26.600社N芒561.14詢4逢12.220廚28.652對(duì)165.25癥650.36敲8歷730.59花4侵349.41彈0襲671.64洋7渣769.76職4舞690.48婦1娛671.64幼7絹349.41蜘0饞769.76簽4爪柱底膝M數(shù)-20.10億4盟-1.526蟲40.319萬(wàn)198.02終30.185械-82.70困8氣185.90旨8勻-225.9網(wǎng)73群-28.66窗6越-26.26妖1遷-225.9宣73邪185.90之8鋼-28.66稿6果N價(jià)587.60缺4脫12.220沾28.652鏈165.25倡682.12喇0改762.34染6禽398.10速5貝741.82讓5叮805.48替5抱722.23無(wú)3裙741.82告5燭398.10類5嶼805.48堵5貓續(xù)達(dá)表乒2乖3扯(只a)幼注：表簽中菌M厭以左側(cè)受拉為欄正，單位士為肝KN.踐m刃。砌N攝以受壓為正，很單位姻為漠K括N五。床S藏QK近一列中括號(hào)內(nèi)宣的數(shù)值為屋面施作用雪荷載，大其它層樓面作辟用活荷載對(duì)應(yīng)稀的內(nèi)力值。哈表效23玻(b)諷旅橫向框么架膀A晚柱柱端組合彎箭矩設(shè)計(jì)值調(diào)整躍層估拌克次嘩蠅6蒜遵5朽歪4誤斧3哈灶2拆灘1棄截啄支料扁面壤柱拼頂樣柱蘆底膏柱瑞頂弦柱釣底妹柱膽頂知柱計(jì)底騎柱順頂?shù)鹬甑庄徶O(jiān)頂浩柱租底眠柱輔頂犬柱亂底載78.41肝132.82拆105.15倚340.29鳴671.64丘7種741.82驕5輪961.39楊986.79播1核注：表中彎矩儲(chǔ)為相應(yīng)于本層堆柱凈高上、下怎兩端彎矩設(shè)計(jì)銷值錯(cuò)層次陵截面蟻內(nèi)力貍S鞭GK牲S竊QK健S日WK怎S弓EK醬1.2S掏GK忙+1.4(S魯QK焦+S瞧WK差)姑S少Q(m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鳳底屢柱嚷頂拍柱僑底隸柱浸頂柴柱留底陵111.21賽74.34灘53.82鞋187.34貿(mào)7躁67.29蹦249.16笛635.62牲7巡661.28鞋810.63婦4論836.03桑5迫991.37索8憤1016.7朝79湯注：表中彎矩鄰為相應(yīng)于本層刑柱凈高上、下鞭兩端彎矩設(shè)計(jì)居表餓2對(duì)6付卸橫向框架鄰B魄柱剪力組合況（醫(yī)K喪N邊）棍層辱次耐S三GK料S羊QK儲(chǔ)S頃WK恭S緊EK裹1.2S底GK廈+1.4(S姿QK搖+S監(jiān)WK悄)薦S慧QK引沸1.4負(fù)S察QK住且妥解印6貨21.678海9.563沸4.45慧31.11樣45.631致8口33.171鄙8進(jìn)54.145留8禿-6.518彈7再38.828血3性39.401放8溫34.27絲5些31.64堵3.852份9.439冷56.8炮56.575低4若30.146駝2造85.589塑4望-25.17交06肢46.566謊43.360榴8別54.08挺4趣31.015合4.479移13.973士78.11燒63.050岔8款23.926葵4張106.08盤63燦-46.22職82期46.349稍25艱43.488嚷6箱71.5遭3擾33.321竭4.538印18.059忽94.93鍵71.621役21.055狡8低124.58萌78意-60.52闊58遍49.521臘35聚46.338追4基83.97胡2園34.205式4.677臺(tái)21.834電107.26斧78.161屯4恨17.026獎(jiǎng)2液137.46芹77叨-71.68父94妄50.853溉75孟47.593純8灌114.5突1揀5.841轟0.814姨21.834沃61.85商38.716買4脹-22.41莫88鑒65.926震95威-54.68溪06使8.6993汗5考8.1488拖181.08咽注膊:股胡表孝中笛V部以繞柱端順時(shí)魔針為正看。渣為相應(yīng)于本層義柱凈高上下兩埋端的剪力設(shè)計(jì)銀值。運(yùn)表也2桌8惑貴橫向框架瞎C槳柱剪力組合撇（奪K沿N勾）窯層紛次游S屢GK險(xiǎn)S決QK填S荷WK塔S流EK裙1.2S廢GK根+1.4(S料QK降+S啊WK墳)刺S頓QK稼榜1.4墨S溜QK所追瓶參拳6趁-35.72效6陷-14.56驕6熟2.43獎(jiǎng)10.8嚷-59.86駕2伙-66.66晉6塔-28.17呢8雀-49.23超8掛-62.79皺6邀-63.26哀4箱34.27努5俊-39.08灶8倘-5.414卻5.16董19.72該-47.26葵1夜-61.70噴9直-18.38耐9鞏-56.84洲3找-58.18旗3馳-54.48微5誘54.08疲4抓-38.02摧4配-6.628集7.65捧21.12普-44.19曉8防-65.61哲8蝦-16.61攔2迷-57.79賴6執(zhí)-57.96教0灰-54.90呢8因71.5枝3米-38.43塑7印-6.68槳9.88哭32.96焰-41.64臺(tái)4旁-69.30饞8濕-5.463混-69.73缸5劈-58.57材0風(fēng)-55.47構(gòu)6付83.97梳2寨-42.10接9拿-7.059蕉11.95巡37.24豎-43.68坑3晌-77.14酷3鍋-4.766于-77.38摸4北-63.90都6睡-60.41粒3澇114.5胡1箏-9.144株-1.479螺16.64輛41.58緩10.253污-36.33斯9清31.645真-49.43崖6糧-13.82呀3漿-13.04宇3少181.08袖層次草截面遠(yuǎn)內(nèi)力增S累GK照S辨QK掠S自WK扎S獎(jiǎng)EK擔(dān)1.2S呢GK下+1.4(S治QK何+S部WK蹄)豆S愁QK患S劍QK霞N填N儀min綢M狡N面max微M屑6晚柱頂傾M糊47.313扮拿27.677靜澆4.075睜28.577仿察89.818畏改101.22詢8魯27.174燈語(yǔ)82.899喂君91.550咬簡(jiǎn)95.523挨妙82.899熱煉27.174盲牽91.550蹤幼N州94.811蒜嶺31.559餅系0.760門6.550淚156.89稍2難159.02屠0逼93.145齒階105.91哄8沿159.55筆4叨157.95初6喝105.91泊8烏93.145坐激159.55搶4找柱底紙M過(guò)-52.71廈9懲-13.10紐8持0.237醋1.663怕-81.28傷2庭-81.94忍6恐-51.72箱4沒-54.96光7誠(chéng)-84.27佩9雹-81.61介4貿(mào)-54.96厭7據(jù)-51.72漢4煤-84.27箭9汁N既141.11趙6肆31.559袖銷0.760潛6.550豈212.45洗8芹214.58熟6令134.82描0辰147.59漆2航222.06刻6觸213.52孔2按147.59匆2騾134.82偶0孟222.06動(dòng)6魂5小柱頂非M輛56.213騙壽6.361務(wù)6.860定41.246合躁66.757符段85.965炊鬼13.239統(tǒng)姓93.669眉劉82.249降梳76.361予議93.669抵痕13.239逢父82.249傻喇N薦277.46感8儉21.463膚參2.085三16.380堅(jiān)倒360.09遺1帶365.92教9亞243.40婚9球275.35狠0堅(jiān)396.04抗5過(guò)363.01耀0魚275.35貸0叉243.40神9款396.04災(zāi)5巴柱底貓M漠-53.23總4臺(tái)-8.797悠答2.324阻13.970價(jià)糊-72.94阿3保-79.45蘋0亂-38.24器9匙-65.49絞0混-80.66辣3詳-76.19贊7并-65.49竭0躲-38.24羞9族-80.66忽3蛋N泄303.92既8練21.463押他2.085委16.380庸哄391.84獄3溪397.68滾1脊267.22撈3腔299.16監(jiān)4銅431.76進(jìn)6淋394.76腥2跨299.16天4掘267.22端3飯431.76積6攏4奇柱頂揚(yáng)M稠53.234祝勺9.762招8.773認(rèn)38.202徑濾65.265秧渾89.830藏斑15.057殲漸89.550唉帽81.628仗沖77.548止脾89.550喪贊15.057尼魔81.628瘦燭N鋸440.17移9偶21.441筆距4.157欺28.340遷圍552.41兔2辱564.05摩2損378.17騰8荷433.44興1舞615.68霜3色558.23塊2辯433.44澇1西378.17誕8簡(jiǎn)615.68強(qiáng)3蓮柱底冬M帝-53.23磨4鹽-8.797尸橡4.807繼20.934丸名-69.46袖7產(chǎn)-82.92籍6金-31.45況9偵-72.28砍0蔥-80.66典3誓-76.19信7糟-72.28咸0慨-31.45績(jī)9寄-80.66污3蛋N誼466.63頃9慣21.441初揪4.157芝28.340渴踐584.16認(rèn)4蘇595.80雹4效401.99店2數(shù)457.25置5法651.40閣4混589.98穗4量457.25播5賄401.99湯2腎651.40允4奇3蹄柱頂式M孝53.234尼推9.762羨9.656訪50.758街川64.029襪屈91.066季蒼3.002歲108.57轟9被81.628垃朽77.548須禁108.57念9瓦3.002牽81.628班具N趙602.89摸0躺21.441鎖件6.857更44.770示陜743.88放6億763.08蒙5蓮542.50播5單635.62汗7掙835.34挽3催753.48扯5壁635.62朱7郊542.50頸5豎835.34喊3音柱底市M額-54.39瘦0蜜-8.941哪姥7.900感41.530拳朋-66.72港5桿-88.84亡5趣-13.31須5扎-99.69匠7鋼-82.36帽8往-77.78至5坦-99.69生7智-13.31腳5懲-82.36宗8球N使629.35驢0反21.441他億6.857離44.770種忌775.63僻8翠794.83線7枯567.90愿7笨661.02局8尸871.06果4抄785.23絞7翠661.02唱8蝴567.90飛7嘉871.06蝶4浸2白柱頂駝M弄52.390椅件9.579扔7.492跳36.808考香65.790茄賣86.767蓋率16.612大避93.173碑頓80.306溫栽76.279蒸舊93.173培膛16.612侄呀80.306崇她N族765.74司0學(xué)21.447啟奪9.730旺62.720頁(yè)巡935.29卷2甩962.53產(chǎn)6暗680.17肚6晉810.63跌4抖1055.1潮96陶948.91筍4貴810.63綁4黎680.17謠6羅1055.1燈96句柱底賣M門-65.51薪6傍-10.18以7蔑13.732便及67.464雷升-73.65夾6進(jìn)-112.1啊1帥浙2.377家-137.9松48望-98.63幅4螺-92.88拉1漢-137.9搜48永2.377到-98.63剛4毛N鴿792.20掘0董21.447希記9.730升62.720鳳受967.04敞4曲994.28肥8鴨705.57羅8小836.03昆5擋1090.9廚17當(dāng)980.66膀6耍836.03丸5畢705.57纏8伍1090.9并17態(tài)表殼2恩7乓(a)咱把繼橫向框架喘C遮柱彎矩和軸力歸組奉合軟續(xù)種表葛2騾7潤(rùn)(貼a)按層次手截面永內(nèi)力碎S埋GK璃S謹(jǐn)QK柏S點(diǎn)WK光S芹EK坐1.2S定GK泰+1.4(S支QK疑+S呢WK漁)蝕S蕉QK夾S項(xiàng)QK劈N鞠N燃min宰M山N充max構(gòu)M損1辜柱頂橋M倡44.807由宰7.248鮮11.883門度34.432抗辰47.279炭塵80.552意榆10.684樸叮82.303仇母67.737蠢勿63.916揮許82.303涼偷10.684剝甘67.737納過(guò)N纖928.74逗0濱21.405船籌14.512西驕86.070揮清1124.1窄38么1164.7谷72導(dǎo)812.35高2耍991.37驚8襖1275.2凍04窗1144.4壤55熊991.37母8閉812.35惡2腥1275.2腥0美柱底劃M怕-22.40飾3尚-3.624溜蜓58.432趣玩169.31皺析49.848繩體-113.7綠62際152.83捷6或-199.3金29穴-33.86減8擺-31.95策7變-199.臉33腹奉152.83名6丸-33.86蒼8料N室955.20息0呈21.405及純14.512呼困86.070殺蔑1155.8裕90滋1196.5功24毒837.75統(tǒng)4蜜1016.7睜79望1310.9森25箏1176.2延07草1016.7盯8絡(luò)占837.75棕4袍1310.9員3懇醒注：表蹲中午M裕以左側(cè)受拉為正正，單位波為瘋KN.鏈m姻。對(duì)N癥以受壓為正，偉單位份為枯K恭N百。疫S劫Q(mào)K彈一列中括號(hào)內(nèi)波的數(shù)值為屋面脫作用雪荷載，痕其它層樓面作風(fēng)用活荷載對(duì)應(yīng)爐的內(nèi)力值。仁7.腳馬截面設(shè)計(jì)菌7.1穗確框架梁做換飽蕩本方案以第一無(wú)層為例，說(shuō)明榮計(jì)算方法和過(guò)宏程，各層梁的雕配筋計(jì)算結(jié)果牛見表焦29促和有表匠7.侄2濾。帝拉抗命表兄29陽(yáng)框架梁橫向鋼去筋計(jì)算表鎖層次網(wǎng)截面少M(fèi)羊（隔KN.良m播）憑ξ部A夕s島(素mm俗2歉)否實(shí)配鋼壁筋臣A霧s冊(cè)6弟支丟座魄A咐57.321鉗<0尊603禍427.28請(qǐng)3靠16花(光603)攏1.0刮0.421剪B辜L