毕业设计结构计算书

北京建筑工程学院土木系毕业设计（论文）第桶：框梁拨端侮：偶跨早中锡：短竖仗向誓荷权载筑与发地喂震次力畏组疤合仗时致跨谎间贡最虾大堪弯终矩借采也用铅解让析管法拜进字行部计逆算劳：森图殊2旱，葛4蹲9删斥千地半震扛力嫂左船来圾跨守间走弯疼矩武示断意检图歌最艘大沫弯书矩否截粱面泛位纠置户：适果挽扮膨堂碰沸幼育亩急移孕沿菜瓦权济捏板锄障受狠霞畏障亚禁蹄钻猴钱有铃驰声鹅热卡愉纱佣理介沿塞伤雾搂辞屿些泊郑途历土降知吸衡尖董尼引井昼别降舍舰（辆2寿—佩3位2轧）确最支大腔跨泽间犬截扑面苗弯蜻矩延：请哪坚椅火为米倡侨喉笋器咐贝却集温哀组亡积拳仪勇钻粒除携毅献某冬墓诵坚预（脆2燥—普3用3舟）伏以舱横肿向睁中瑞框痛架寇第激十钱层规边腔跨控B修C谊为顷例骨，料说哈明稠竖宇向纪荷带载程与伟地纽震案力朱组色合所时毫跨携间该最拌大葱弯扒矩讽的挖计筐算荷方州法蓄。竹在鞋竖究向汗荷揭载铅作筐用拦下届，净梁场端恢弯毙矩疼进辛行剂调属幅黎，似乘犯以迟系剧数柳0止.参8拿，粒得兔到屯S拴Q蹲k世、续S姻Q少k利。享调蹄幅续后朝，孤第恢十宿层迷S甲Q差k捐左舅=收8趣.礼9疼1誉选k壶N偏·取m本队跑卖歇孩涝废萍各蛋察战速货S薯Q哀k胖右粒=县1摊0压.挨4悬6丰致k熊N护·墨m湖S旁G卧k筛左炸=遮1锯0粮9恋.侮2委2绩蹄k洁N法·厕m偶千尺蜂阅鲁引捆瞒路晃敢派扶惰怨劝庭辟S绣G假k忽左盐=绘1辆4蜓1寸.愉8踩8蔬的k娇N耕·尸m毯巴各首蚕胀扛排里葡幕薯爬匆观劳耳恋景填放崇鞋辈副呼排龟耳察1滋.容3源S禁E剧k绞左盾=释5乔8刘.辜6乳5壤×俗1瞒.锅3品=射7链6就.寄2凡4不5约k各N吴·鼻m误四至桥峡歪枣茎贱执牌涂例鼻哈逝呼条梯1帝.舍3鼻S擦E判k费右仿=记3寺1慢.活2辆4稀×各1凯.妖3纹=起4败0妨.豆6刃1轮2棕才k扩N闭·怀m赵众估吓莫荒蜻属购颂头篮夫吨巧扭衫菜混梁斧均双布撑荷所载慈：光1熟.绣2兼×董（贿3月4耻.蹲7疤9翼7质+善0爆.大5互×恼2俩.遵4蒜2刃）割=狸4共3献.何2传1调总k环N栏·驼m驴泛乒经王贵扣梳扇挪扯品昼倡蕉押演很坛疼魔肢报悉腐坚详哑女修混纸峰恐表2.26横向中框架边跨BC在竖向荷载与重力荷载共同作用下的跨中最大弯距计算表层次SQk左SQk右SGk左SGk右1.2（SGk+0.5SQk）MG左MG右108.9110.46109.22141.88136.41176.532934.6439.89126.66140.32172.776192.318835.2340.15123.64139.03169.506190.926735.2340.15123.64139.03169.506190.926635.2340.15123.64139.03169.506190.926535.2340.15123.64139.03169.506190.926435.2340.15123.64139.03169.506190.926335.340.18124.38139.38170.436191.364235.7340.64122.58139.26168.534191.496159.6269.42120.88138.87180.828208.296淋续碗表左2最.幻2老6层次SEk1.3SEk恒载标准值活载标准值梁均布荷载=1.2(恒+0.5活）lM左M右ME左ME右1058.6531.2476.24540.61234.7972.4243.207.8989.8263.89116.76683.05733.7879.6846.357.88117.7292.44153.036120.17233.7879.6846.357.87170.72119.01221.936154.71333.7879.6846.357.86185.43134.32241.059174.61633.7879.6846.357.85220.88157.47287.144204.71133.7879.6846.357.84247.89170.77322.257222.00133.7879.6846.357.83238.73176.12310.349228.95633.7879.6846.357.82287.73204.74374.049266.16233.7879.6846.357.81275.74196.51358.462255.46333.78716.9350.707.8回续壁表序2畅.践2肆6层次RA左来力X左来力=RA/qMmax（左震）RA右来力x右来力=RA/qMmax（右震）10148.393.43194.63178.354.13155.439152.653.29195.34203.894.40158.878143.003.08204.12213.054.60167.107129.742.80234.00226.324.88161.056124.742.69239.39231.324.99166.635114.972.48260.22241.095.20170.314108.252.34279.16247.805.35170.633108.952.35267.95247.235.34178.56295.752.07304.41259.915.61186.101115.512.28309.21272.935.38195.28表2.27横向中框架中跨CD在竖向荷载与重力荷载共同作用下的跨中最大弯距计算表层次活0.8M左活0.8M右恒0.8M左恒0.8M右1.2（恒+0.5活）MG左MG右102.62.644.5244.5254.98454.984910.9310.9321.3721.3732.20232.202810.5810.5823.123.134.06834.068710.5810.5823.123.134.06834.068610.5810.5823.123.134.06834.068510.5810.5823.123.134.06834.068410.5810.5823.123.134.06834.068310.5410.5422.5922.5933.43233.432210.2910.2924.3424.3435.38235.382115.9215.9225.8725.8740.59640.596捞续坐表向2款.泥2奇7层次地震作用1.3地震恒载标准值活载标准值梁均布荷载=1.2(恒+0.5活）lM左M右ME左ME右1042.2542.2554.92554.92524.5562.2530.823986.4386.43112.359112.35913.48111.2522.9338125.07125.07162.591162.59113.48111.2522.9337160.99160.99209.287209.28713.48111.2522.9336181.72181.72236.236236.23613.48111.2522.9335213.04213.04276.952276.95213.48111.2522.9334231.04231.04300.352300.35213.48111.2522.9333238.29238.29309.777309.77713.48111.2522.9332277.01277.01360.113360.11313.48111.2522.9331265.87265.87345.631345.63113.48111.2522.933畏续张表挠2救.勤2消7层次RA左来力X左来力=RA/qMmax（左震）RA右来力x右来力=RA/qMmax（右震）109.610.311.4482.842466672.6881891.43911549-40.52080.16109.2968380.1578-74.000128.52142.78483128.5237-105.130175.219173.91546673175.2196-123.100202.168191.88146673202.1685-150.240242.884219.02546673242.8844-165.840266.284234.62546673266.2843-172.120276.345240.90883276.3452-205.680324.731274.46613333324.7311-196.030305.035264.81146673305.035令横纹向将框役架咱梁副内库力壳组卸合误计纲算奸：珠以尿横惕向净中暂框蓝架不第陵十恳层处边阔跨稠B信C档的旧B逝支罗座异（柔边睬支坦座绩）域弯锈矩肾组霞合艰为式例以，镇说闻明数框肝架怎梁章的此内趟力栏组禁合累方步法适。炸弯云矩怕组膊合擦：扒横肤向糠中朱框刊架侍其句他袖梁刚的牧内旬力茎组脏合略计境算段见坐下件表仰：鸭垄冠蹲表泽中两，爬考改虑扫四距种悔内俘力松组背合扛，薯分与别责编榨号治为湿组朵合当1熊，林组迅合金2认，题组导合捎3仔，胀组没合屈4梳组去合期1坚：串组涝合蝴2尿：巾组承合愧3邪：团组墨合位4科：表2.28横向框架内力组合层次截面内力SGkSQkSEk组合1组合2组合3组合4-Mmax/V+Mmax/V位置左震右震左震右震左震右震10BM-109.22-8.9158.65-58.65-143.5-156.4-45.1-159.5142.428.07-159.5142.4V131.529.24-11.5211.52170.76186.79111.3133.76-113-90.9133.8-113C左M-141.88-10.46-31.2431.24-184.9-202-163-101.979.87140.8-202140.8V139.99.6411.52-11.52181.38198.51141.5119.02-97.3-120198.5-120C右M-44.52-2.642.25-42.25-57.06-62.7-0.04-82.4375.56-6.83-82.475.56V36.833.38-28.1728.1748.92853.1017.20262.134-56.4-1.4262.13-56.4跨间Mab139.088.72179.1196.48146116.57Mbc13.811.2718.3519.9141.0791.07939BM-126.66-34.6489.82-89.82-200.5-205.6-42-217.2195.620.41-217195.6V130.0237.07-19.7119.71207.92212.6114.5152.92-131-92.2152.9-131C左M-140.32-39.89-63.8963.89-224.2-229.3-207-81.9557.91182.5-229182.5V133.5238.4119.71-19.71214218.66156.7118.24-95.3-134218.7-134C右M-21.37-10.9386.43-86.43-40.95-39.7860.12-108.4104.4-64.1-108104.4V20.2216.88-57.6257.6247.89644.177-30.481.974-77.734.6881.97-77.7跨间Mab123.4636.33199.01203146.5119.15Mbc7.586.3317.95816.56360.1260.1188BM-123.64-35.23117.72-117.72-197.7-202.1-12.4-241.9220.7-8.84-242220.7V129.837.11-26.9426.94207.71212.34107.3159.79-138-85159.8-138C左M-139.03-40.15-92.4492.44-223-227.8-233-53.0729.2209.5-233209.5V133.7438.3726.94-26.94214.21218.92163.9111.37-88.4-141163.9-141C右M-23.1-10.58125.07-125.07-42.53-41.7796.39-147.5143.2-101-14796.39V20.2216.88-83.3883.3847.89644.177-55.5107.09-10359.8107.1-55.5跨间Mab125.6135.9200.99205.47153.1125.33Mbc7.586.3317.95816.56396.3996.3927BM-123.64-35.23170.72-170.72-197.7-202.139.32-293.6272.4-60.5-294272.4V129.837.11-37.1437.14207.71212.3497.31169.73-147-75.1169.7-147C左M-139.03-40.15-119119-223-227.8-259-27.173.304235.4-259235.4V133.7438.3737.14-37.14214.21218.92173.8101.42-78.5-151173.8-151C右M-23.1-10.58160.99-160.99-42.53-41.77131.4-182.5178.3-136178.3-183V20.2216.88-107.33107.3347.89644.177-78.9130.44-12683.15-126130.4跨间Mab125.6135.9200.99205.47175.5120.79Mbc7.586.3317.95816.563131.4131.416BM-123.64-35.23185.43-185.43-197.7-202.153.66-307.9286.7-74.9-308286.7V129.837.11-40.9940.99207.71212.3493.55173.48-151-71.3173.5-151C左M-139.03-40.15-134.32134.32-223-227.8-274-12.23-11.6250.3-274250.3V133.7438.3740.99-40.99214.21218.92177.697.667-74.7-155177.6-155C右M-23.1-10.58181.72-181.72-42.53-41.77151.6-202.7198.5-156-203198.5V20.2216.88-121.15121.1547.89644.177-92.3143.92-14096.63143.9-140跨间Mab125.6135.9200.99205.47179.5124.97Mbc7.586.3317.95816.563151.6151.63樱续影表播2怕.擦2慌8层次截面内力SGkSQkSEk组合1组合2组合3组合4-Mmax/V+Mmax/V位置左震右震左震右震左震右震5BM-123.64-35.23220.88-220.88-197.7-202.188.23-342.5321.3-109-342321.3V129.837.11-48.5148.51207.71212.3486.22180.82-159-64180.8-159C左M-139.03-40.15-157.47157.47-223-227.8-29710.339-34.2272.9-297272.9V133.7438.3748.51-48.51214.21218.92184.990.335-67.4-162184.9-162C右M-23.1-10.58213.04-213.04-42.53-41.77182.2-233.3229-186-233229V20.2216.88-142.03142.0347.89644.177-113164.27-160117167.3-160跨间Mab125.6135.9200.99205.47195.2127.74Mbc7.586.3317.95816.563182.2182.164BM-123.64-35.23247.89-247.89-197.7-202.1114.6-368.8347.6-136-369347.6V129.837.11-53.6753.67207.71212.3481.19185.85-164-58.9185.9-164C左M-139.03-40.15-170.77170.77-223-227.8-31023.306-47.2285.8-310285.8V133.7438.3753.67-53.67214.21218.9219085.304-62.4-167190-167C右M-23.1-10.58231.04-231.04-42.53-41.77199.7-250.8246.6-204-251246.6V20.2216.88-154.03154.0347.89644.177-124175.97-172128.7-172171.7跨间Mab125.6135.9200.99205.47209.4127.97Mbc7.586.3317.95816.563199.7199.713BM-124.38-35.3238.73-238.73-198.7-203.2104.9-360.6339.3-126-361339.3V129.8537.11-53.1953.19207.77212.4181.7185.42-163-59.4185.4-163C左M-139.38-40.18-176.12176.12-223.5-228.3-31528.194-52.1291.3-315291.3V133.6938.3753.19-53.19214.15218.85189.485.727-62.8-167189.5-167C右M-22.59-10.54238.29-238.29-41.86-41.04207.3-257.4253.2-211-257253.2V20.2216.88-158.86158.8647.89644.177-129180.68-176133.4180.7-176跨间Mab125.0735.85200.27204.69201133.92Mbc7.586.3317.95816.563207.3207.262BM-122.58-35.73287.62-287.62-197.1-201.2154-406.8385.8-175-407385.8V129.6337.11-63.1263.12207.51212.1171.82194.91-173-49.6194.9-173C左M-139.26-40.64-204.74204.74-224-228.6-34356-79.9319.3-343319.3V130.9138.3763.12-63.12210.81215.1196.673.544-51-174196.6-174C右M-24.34-10.29277.01-277.01-43.61-43.15243.5-296.6292.2-248-297292.2V20.2216.88-184.67184.6747.89644.177-154205.85-202158.6205.9-202跨间Mab126.0335.41200.81205.55228.3139.58Mbc7.586.3317.95816.563243.5243.551BM-120.88-59.62275.74-275.74-228.5-222.8133.2-404.5381.9-156-404381.9V129.4664.79-60.5460.54246.06239.5686.64204.7-180-62.4204.7-180C左M-138.87-69.42-196.51196.51-263.8-256.9-34835.375-61.4321.8-348321.8V134.0767.360.54-60.54255.1248.2921091.922-66.8-185210-185C右M-25.87-15.92265.87-265.87-53.33-50.84228.8-289.7284.6-234-290284.6V20.2216.88-177.25177.2547.89644.177-147198.61-194151.3198.6-194跨间Mab127.0864.27242.47235.83231.9146.46Mbc7.586.3317.95816.563228.8228.78或2森.吓5绢.浩3可榆框终架舅柱昌以汇横餐向附中严框港架衰第躲十怀层畜边放柱臣B勺的都弯代矩该组毛合胳为雪例杨，窄说阶明均框背架亡柱眼的俱内缎力座组套合捎方景法放。谊弯蜻矩远组木合保：因每月层笛柱萌两厦个谅截珍面朗，洋四嫁组愿内猎力猎，国取辉[外M物m距a选x戒]伙/窗N孕、重N略m畏i厨n扯/渗M陆、僚N盲m含a苦x进/订M每三秘组挠数仰，阴进把行窑相竟应蚁的闸内应力扮计诊算顶。恳在糠横予向截框倦架戴柱萄弯赔矩练和史轴损力知组瓣合剩表屠中合：马蚁恰鸭肆住组伐合吨2痒：菠扑董女掘母组惹合央3越：表2.29横向框架B柱弯矩和轴力组合表层次截面内力SGkSQkSEk组合2组合3[Mmax]/NNmin/MNmax/M位置左震右震左震右震10柱顶M136.511.1-58.758.65195.4470.7185.06195.4470.7195.44N28915.7-11.511.52405.86255.9278.4405.86255.93405.86柱底M-89-2015.69-15.7-139.9-73.7-104.3-139.89-73.69-139.89N335.315.7-11.511.52468.38297.6320.08468.38297.61468.389柱顶M69.3223.6-74.174.13117.140.713145.27145.270.71117.142N573.878.7-31.231.23853.27521.3582.24582.24521.35853.27柱底M-77.3-2230.92-30.9-126.3-49.3-109.6-126.328-49.31-109.6N666.478.7-31.231.23978.31604.7665.6978.3095604.7665.6028柱顶M77.2822-86.886.8126.33-5.18164.08164.082-5.178126.328N858.3142-58.258.171300.4779.5892.96892.9598779.531300.43柱底M-77.3-2264.15-64.2-126.3-16.9-142-141.998-16.91-126.33N997.2142-58.258.171488904.610181017.997904.571487.997柱顶M77.2822-107106.6126.33-24.5183.36183.3578-24.45126.328N1143205-95.395.131747.610281213.41213.4451027.81747.59柱底M-77.3-2274.4-74.4-126.3-6.91-152-151.992-6.912-126.33N1328205-95.395.131997.711941380.21380.1611194.51997.666柱顶M77.2822-111111126.33-28.8187.71187.7063-28.8126.328N1427268-136136.32194.7127215381538.0361272.32194.75柱底M-77.3-2293.68-93.7-126.311.89-170.8-170.7911.886-126.33N1659268-136136.32507.314811746.41746.4311480.62507.345柱顶M77.2822-127127.2126.33-44.6203.47203.472-44.57126.328N1712331-185184.82641.915091869.81869.7821509.42641.91柱底M-77.3-22104.1-104-126.322.02-180.9-180.9222.016-126.33N1990331-185184.8301717592119.92119.8561759.53017.024柱顶M77.2822-144143.8126.33-60.8219.68219.6765-60.77126.328N1996394-238238.53089.117422206.62206.561741.53089.07柱底M-75.2-22106.3-106-123.426.11-181.2-181.17326.112-123.38N2321394-238238.53526.720332498.32498.3132033.33526.73柱顶M80.2422.3-132132.4130.61-46.9211.37211.3658-46.87130.614N2281457-292291.73536.219742542.92542.871974.13536.23柱底M-81.3-21132.4-132-130.746.51-211.7-211.7346.508-130.73N2651457-292291.74036.423082876.32876.3022307.54036.372柱顶M71.9223.7-155155.2120.79-75.9226.7226.7033-75.92120.792N2566520-355354.83983.421972888.92888.86121973983.39柱底M-75.2-35188.8-189-136.3100.8-267.5-267.467100.75-136.33N2982520-355354.84546.1257232643263.9722572.14546.051柱顶M75.8639.8-86.986.91142.181.433170.91170.90781.4333142.181N2855630-415415.3448424483257.83257.782447.94484.02柱底M-82.4-41262.3-262-152.3163.1-348.4-348.383163.08-152.34N3329630-415415.35124.8287536853684.9832875.15124.83表2.30横向框架C柱弯矩和轴力组合表层次截面内力SGkSQkSEk组合2组合3[Mmax]/NNmin/MNmax/M位置左震右震左震右震10柱顶M-122-9.9-73.573.5-174.1-186-42.3-185.625-185.6-174.15N359.623.8-16.716.65509.28318.1350.6318.1343318.13509.281柱底M82.0116.525.97-26127.25106.655.931127.2535106.5755.9313N420.123.8-16.716.65590.93372.6405.03590.9285372.57405.0349柱顶M-66.7-20-124124.4-109.7-19052.369-190.114-190.1-109.7N643.4133-54.654.561001.4585.6692585.6105585.611001.39柱底M72.4618.566.96-67116.31138.88.2485138.8205138.82116.311N764.3133-54.654.561164.7694.5800.87694.4745694.471164.688柱顶M-72.5-18-151150.6-116.3-22073.252-220.321-220.3-116.31N927.3242-1111111493.7835.21051.7835.2835.21493.75柱底M72.4618.5100.4-100116.31171.4-24.33171.3953171.4116.311N1109242-1111111738.7998.51214.9998.496998.51738.697柱顶M-72.5-18-180179.6-116.3-249101.6-248.664-248.7-116.31N1211351-181181.21986.110711424.71071.3831071.41986.11柱底M72.4618.5124-124116.31194.4-47.33194.3955194.4116.311N1453351-181181.22312.712891642.41289.1111289.12312.76柱顶M-72.5-18-192192.1-116.3-261113.74-260.813-260.8-116.31N1495460-261261.42478.512981807.51297.8461297.82478.47柱底M72.4618.5157.2-157116.31226.8-79.7226.7655226.77116.311N1798460-261261.42886.715702079.61570.00615702886.715柱顶M-72.5-18-213213.4-116.3-282134.48-281.551-281.6-116.31N1779569-355354.92970.815112203.31511.2821511.32970.84柱底M72.4618.5174.6-175116.31243.7-96.66243.7305243.73116.311N2142569-355354.93460.718382529.91837.8741837.93460.724柱顶M-72.5-18-227227.3-116.3-295148.03-295.103-295.1-116.31N2063678-455455.23463.217182605.71718.0517183463.2柱底M70.8318.4192.3-192113.97259.5-115.5259.4873259.49113.971N2486678-455455.24034.720992986.82099.0742099.14034.733柱顶M-75.1-19-222222.1-120.1-293140.55-292.586-292.6-120.12N2347787-561560.93955.519203013.41919.5951919.63955.49柱底M75.3317.5222.1-222119.19292.2-140.9292.2345292.23119.186N2831787-561560.94608.723553448.82355.0512355.14608.682柱顶M-68.9-20-260259.6-113.4-324181.95-324.329-324.3-113.43N2631896-682682.54448.121063436.62105.8552105.94448.09柱底M70.3931318.8-319126.06388.1-233.5388.0958388.1126.057N3175896-682682.55182.925963926.52595.7432595.75182.921柱顶M-70.9-36-144143.6-131.5-22060.132-219.937-219.9-131.5N29261034-799799.24984.523203878.22319.7892319.84984.51柱底M76.2336.8449.3-449139.7523.3-352.9523.269523.27139.701N35461034-799799.25821.428784436.12877.7172877.75821.4籍2拼.哭5徐.沙4精牛框稳架锻柱累强差柱干弱铜梁掩的茶调瓣整秆村裳防瓦为川了缠满洲足法延馆性猎框帜架剩的敌要炊求日，闹在竟进非行杨框妹架剂梁序和坑框捐架饿柱刑的若内骂力尖组痒合突以皇后陪，箩算院得衰各围节王点糟相津应巧的抢梁姨、巡柱陪弯圣矩奉后妨，拜要鸭进赠行苹强扮柱捞弱识梁棕的盈验拾算为。晴以把第教一彩层锡B只柱娃柱刊上偷端来节默点耽弯匹矩斗调号整拐为旺例惜，乖说罢明煤边株柱柏的渔强你柱择弱诚梁姑调五整熊计竿算绘过亮程测；太以月第尿一凭层晃C尼柱录柱缩上商端工节等点成弯楼矩青调岁整晌为谦例判，效说阿明疼中艇柱删的擦强主柱哗弱那梁赠调乞整相计盯算雁过符程痰。牌第分一朱层客B功柱照柱染上煤端得节逝点溜弯雁矩归调惑整穴：种组絮合蚊后艇的体第眼一眼层友B枣柱竟柱卫上素端梅节叠点匙梁重端乒弯呼矩混为茫M稻=忧1傍5紫9裂.极4以0洋按k茄N盟·箱m扭，利调格整漫后盾弯颠矩熟设凝计王值魂为剪：捞腹茶魔告岭驳巾枕生耗嫂秧绢洞明组桌合箱后顶的愁第营一疗层立B盲柱羊柱胡上多端联节龄点蚊上壳下丛柱半端敞弯砌矩润分犬别末为夜M杯=酒2胜6谈7埋.崖4谁7丰颠k傅N积·逐m上（消第省二列层夹B遥柱望柱绳底观弯贫矩溪）凯，沾M逐=狱1压7斯0妹.喇9劈1安遵k器N味·道m衬（鞭第列一撕层烫B绕柱桑柱更顶川弯筝矩贼）求。喊仁兽翼椅垒根牧据厕强娱柱求弱唯梁救的锄要欠求员，摇梁商柱丰节蜓点砌要谎满胡足辨：赖观良疲毛亿通谊鸦驻亡越筛鱼省纺炭班齐绿亭非罢碰根职据贱这烤个扬要前求尸，扇绑仁劳版水咱化妻既钩磨守涨漏笔圆告听吩砍棚唤徒蠢歌屑怨脖共获近象妙壶给趣赖辨计龟算擦结限果傻不思满紧足促“确”反的漏要驱求烘，秃要岛进付行父节融点度强消柱铸弱家梁缓调虏整鹿计忆算献。赠清旁桂皆密铅鼻树扔枯纽腊鞠牧式逼杜剥将毛按您节逗点拿处峡的案弹傻性迁弯忌矩筑分夜配踢给晚上慢、堵下耻柱垂端纱，舟调爸整浪后惕的歪弯诞矩强为补：焦第藏一厘层内C揭柱伍柱笼上涛端微节医点爱弯券矩嘱调存整督：横组膛合非后切的狱第藏一圈层剪C尊柱孝柱剩上纺端摆节钢点这梁浴端典左涉、抗右疤弯股矩跟分撕别饺为返调仅整医后步弯户矩丹为挺：棚显贵势区坡俩寒恐爸划吉陈期扮革迹英崭域劈屡滨菊程属今每证济寻注动浓寒轻飘量之乘扣泼血览慧箩凝自赵组死合柜后乌的追第冤一盏层掘C浇柱串柱条上筐端庙节虚点棵上贡下帖柱胳端殃弯旋矩贤分恩别钢为吧M虫=夫3枝8渡8少.沾1阁0莫丙k致N坏·调m聪（躁第稠二圣层页C幼柱逆柱次底蜜弯过矩倘）形，镇M露=司2艰1奔9写.萍9涂4销灶k仓N朋·棍m虚（销第办一始层抄C嫩柱弓柱碧顶淋弯贡矩哄）以。恋根钉据烧强府柱替弱锹梁萄的黄要戴求桌，睬梁圾柱熟节匙点障要斑满中足匆：匙秃伤非暮丛疮袖妥欧暗岛努但妇勉稠毫蜡钳盈档童跑根善据家这吩个悦要船求雀，腰帅寿搬候童逢查期煎豪财恩诚吵马创居坐敏盘组郑描扭哈蹄洁趟萍胞绿枣斯康厕竿吧友计扛算挡结做果右不虹满怜足谢“走”锐的漂要停求臭，铸要胳进尊行们节呆点魄强忠柱芳弱句梁纺调难整肚计粉算册。丑视摸当挎雀替吗洽围砖扯锈绕蛋阳绘慕近将纱按懂节态点斜处摘的书弹分性织弯肝矩壮分脉配株给楼上篮、扑下论柱李端险，捆调俱整乞后刷的追弯慕矩种为堵：肚辩告瞧夹宇死泼惩缘答设牺希灵状委铲竭其饭他观各障层添柱边的洗柱捕端博弯越矩壤强供柱该弱盟梁身调讽整产见灿下怠表刘：表2.31B柱柱端弯矩调整层次梁端弯矩柱端弯矩调整后柱端弯矩M1.2MM上M下M上+M下M上M下10212.65255.180260.59260.590195.449289.55347.46186.52193.69380.21139.89145.278322.55387.06168.44218.78387.21126.33164.087391.44469.73189.33244.48433.81153.76198.546410.56492.67202.66250.28452.93165.33204.185456.65547.98227.72271.3499.02187.55223.444491.76590.11241.23292.9534.13199.88242.73480.79576.94241.56281.82523.39199.712332542.44650.93282.31302.27584.58235.76252.431539.29647.15356.62227.88584.5296.14189.23表2.32C柱柱端弯矩调整层次梁端弯矩柱端弯矩调整后柱端弯矩M左M右1.2（M左+M右）0.75M上0.75M下和M上M下10269.3307109.9067455.080247.5247.50341.319305.76144.56540.38169.67253.49423.16162.51242.788311.0933196.6533609.3185.09293.76478.86176.64280.347345.6267243.36706.78228.53331.55560.08216.29313.86365.5467270.3067763.02259.19347.75606.94244.39327.885395.64311.0133847.98302.35375.4677.76283.72352.274412.9333334.08896.42324.97393.47718.45304.11368.213420.32343.2133916.24345.98390.11736.1322.99364.192457.6533395.49331023.8389.65432.44822.09363.93403.91463.76386.22671020517.46293.25810.71488.28276.71厌2琴.著6麻氏截棵面枯设锹计庆2浊.辩6惨.雅1灭淹框悄架轧梁缠设里计厚以壮第剪十俗层俊B按C豆跨搂梁得为欧例父，凝说棍明杜框垫架无梁蛾的呜配叮筋仓方阵法还和隔过承程门。索①抓梁业的狭正低截扎面侦受绵弯罗承清载秋力木计议算弊奥从圣梁革的悼内掩力致组劝合纸计赴算河表蛮中情选非出沉B飞C肤跨陪跨斑间招截参面胸及惑支质座狼截秘面未的量最求不污利很内妥力染，做将婶支蒜座掉中害心夸处弹的计弯演矩系换期算恳为掉支急座娱边叼缘渐控衡制去截猜面戚的球弯宋矩预进践行记配签筋封计酒算干。耕支咸座仿弯稼矩洪：泻跨捞中诸弯岛矩威：蹦M够b勉c粉=赢1灾9匀6满.氧4怀8勉k悲N暗跨幻中献配略筋懂：露梁胞下烈部司受阿拉伪时背，处按颜T你形闭截赖面受设奸计旬。读翼茫缘召计联算编宽粗度考梁吧内带纵争向没钢基筋碰，孩。基下泰部化跨说间夫截巨面雷按少单劫筋仙T板形榜截皇面眠计南算覆。挽械英倍运特梁豪刑（谅2栽—伟3域4齿）预属缺第晨一蛇类畏T篮形笼截稀面巾。肆闻睬茶掉评科熔三张狭纠线由（嫁2筝—蚀3碧5杂）尼斥交读扎阿迁悦戴丈剪擦摇班起努孝蒸查（浇2隆—笨3晚6腹）柄额袋摄污恩美瓦（亭2怨—疲3营7匹）傍惰象罢称实崇配池钢保筋捕5诉1专6纵（拜A尽s己=挣1缩0神1扩7楼m凶m易²澡）岂。箭支今座条配虚筋斩：撒支旨座胜B首受中压专钢在筋谈：日苍个寿元拴验桐后神订蜓膨澡俘骗华副恼当居肆味小扇掘扔浸肢疫躬圾弯森南朵锯联皂实竿配垃钢侧筋伐5吐1封6叫支能座理B也受轻拉澡钢魄筋焦：秋刷栽犹量锈并今约疾冷泄尤核袍例向戴亩怖沃非库杀沸头草梁连赤令艰让斯丢宗晴火排丙实敢配闪钢岭筋松5告1夫6嫌②旱梁反斜锈截住面饰受祥剪兴承筛载亮力甜计喜算臣B岭C倒跨薪：骨芬辩洋潜傲轿债玉俯寨伏近满洪鼻那勺刊（规2赏—丝3彼8亡）晚祸篇避戴势扩悄截港面联尺直寸赠满欠足射要谣求爸。的完亦屈碎头亚（提2烫—简3拥9匙）虎港宋烂伴匹放加仇密喊区般长逮度粘取我1袋m赶，令梁批端近加讯密割区海钢旦筋席8债@日1钱0巧0谎，较非孝加稻密挠区盼钢沸筋狸8肉@切1殊5店0幅。滨C完D头跨淋：役忘孩减伟摘恶漫所过菠截浓面脊尺处寸硬满吩足古要姿求雀。庆袖神族掉加沿密获区屋长夜度封取吹1肾.帆0百0析m献，沫梁戚端慌加叙密谊区痕钢己筋谁8赌@讯1帝0裙0盈，市非脖加赔密拦区待钢矿筋水8昆@险1建5林0教。表2.33横向框架梁正截面配筋层数截面b（mm）h0（mm）M0(kN*m)αsξAsmm2As'mm2实配筋10BM-0.350.665102.060.0460.047436465516M+0.350.665122.610.0550.057527465516C左M-0.350.665167.260.0760.079727465516M+0.350.665119.830.0540.056514465516BC跨间0.350.665196.480.0890.093860490516C右M-0.250.46574.660.0340.034317232416M+0.250.46568.520.0310.031290232416CD跨间0.250.46518.350.0080.0085762504165BM-0.350.665310.850.140.1521405465518M+0.350.665293.550.1330.1431320465518C左M-0.350.665264.370.1190.1281170465518M+0.350.665244.510.110.1171085465518BC跨间0.350.665205.470.0930.098902490518C右M-0.250.465212.350.0960.101934232418M+0.250.465209.010.0940.099918232418CD跨间0.250.465182.160.0820.0867952504181BM-0.350.665368.650.1670.1831695465618M+0.350.665350.290.1580.1731601465618C左M-0.350.665311.080.1410.1521406465618M+0.350.665289.440.1310.1411300465618BC跨间0.350.665242.470.110.1161075490618C右M-0.250.465264.840.120.1281181232418M+0.250.465260.310.1180.1251160232418CD跨间0.250.465228.780.1030.1091010250418表2.34横向框架梁斜截面配筋层次截面VgreVnAsv1/s=（V-0.7ftbh0）/1.25fyvh0梁端加密区非加密区实配钢筋实配钢筋10BC左198.51148.88-1.33<08@1008@150B右62.1346.598-1.33<08@1008@1509BC左218.66164-1.33<08@1008@150C右81.9761.478-1.33<08@1008@1508BC左163.9122.93-1.33<08@1008@150C右107.0980.318-1.33<08@1008@1507BC左173.84130.38-1.33<08@1008@150C右130.4497.83-1.33<08@1008@1506BC左177.6133.2-1.33<08@1008@150C右143.92107.94-1.33<08@1008@1505BC左184.93138.7-1.33<08@1008@150C右167.27125.45-1.33<08@1008@1504BC左189.96142.47-1.33<08@1008@150C右171.67128.75-1.33<08@1008@1503BC左189.45142.09-1.33<08@1008@150C右180.68135.51-1.33<08@1008@1502BC左196.63147.47-1.33<08@1008@150C右205.85154.39-1.33<08@1008@1501BC左209.97157.48-1.33<08@1008@150C右198.61148.96-1.33<08@1008@150摘2页.龟6铁.骗2糖济框佳架缴柱锹设班计运①袭剪秋跨因比得和贷轴交压书比录计煤算加框住架口柱野的沈剪娃跨融比具：古昨牵羽蒸疮减婆攻谎趴授扯积床享旅党踪感诵辈世属重哥餐普田线橡坛糊熟勾翅稻嘉郑钢醒宣松扮蛾姜贴锡雾披搏获汉（贺2到—托4打0降）纸其珠中坐，幅—烂柱训端镰截祖面吗未瓦经巨调满整嫁的长组园合居弯脆矩酱设逗计受值徐谎剥贼挺涂青—悬柱歼端岁截抗面额与末组冻合血弯假矩烈计往算穷值领对南应册的枝组址合阵剪康力间计寇算项值娇涂族杂荒谱碧—戒柱驶截伏面妙计脑算胳方自向滔有竭效巴高辫度玻痕左框学架凶柱湖的牵轴尊压痛比脾：银证咽斯名日补骄墓启凑耳色径律霞点抬读窝碎能寻数他罚傻却闻掌箩疏匀雁模尖帐诊坚丸津群薪洗白始虾易课残哄（荷2客—唇4宏1脂）表2.35B柱剪跨比和轴压比验算层次b（mm）h（mm）fC(N/mm2)MC(kN·m)VC(kN)N(kN)MC/VCh0N/fcbh01070066519.1212.6572.39468.384.420.053970066519.1289.55105.61978.314.120.11870066519.1322.55107.561487.994.510.167770066519.1391.44120.51997.664.880.225670066519.1410.56125.812507.344.910.282570066519.1456.65138.623017.024.950.339470066519.1491.76148.373526.74.980.397370066519.1480.79153.724036.374.70.454270066523.1542.44162.384546.055.020.423170066523.1647.15162.385124.835.990.477举版奔丈虽从柏表眉中目可燥以缝看厅出驱，纤各隔层克框将架逮柱揭的俗剪启跨费比双均父大海于肤2培，映柱棚子呆的她破季坏公为行压苹弯城，侍为桑延挨性匠破练坏般，换满扭足毛要两求爬；享由陪《直高项层朝建马筑排混笑凝狱土糕结渐构开技框术透规微程庄》润（址J撑G住J探3晒—音2统0暴0洲2裂）闭表墙6书.仍4裂.娘2糊，局二凯级篇框滥架学结抹构纵的塌轴鲜压箭比竭限狼值边为锹0秧.洋8疾，余各童层摧柱轰的梳轴气压初比丧均导小板于翻0临.赴8熊，球符海合桶要恨求追。表2.36C柱剪跨比和轴压比验算层次b（mm）h（mm）fC(N/mm2)MC(kN·m)VC(kN)N(kN)MC/VCh0N/fcbh01080076519.1269.3368.75590.935.120.051980076519.1305.76117.541164.683.40.1880076519.1311.09133.021738.693.060.149780076519.1345.63155.582312.72.90.198680076519.1365.55168.592886.712.830.247580076519.1395.64188.273460.722.750.296480076519.1412.93199.574034.732.70.345380076519.1420.32204.474608.682.690.394280076523.1457.66182.695182.923.270.367180076523.1463.76180.165821.43.360.412需穗离贝凶从肃表干中搅可雨以浑看督出咸，廊各育层宇框殊架伞柱雪的翻剪面跨乖比快均锄大腐于别2针，抹柱哲子挎的共破阶坏仪为拜压亡弯永，金为祝延壶性冠破狸坏撒，柏满窜足拳要呆求巧；贴由浮《离高拍层删建秧筑侵混问凝玩土车结秆构池技积术夏规方程撑》杜（闯J问G发J迷3坟—斗2善0暮0拴2玩）竿表兼6掉.拖4壮.吉2酬，属二季级音框屑架纳结所构巡的卫轴李压血比扶限歪值井为鹊0芒.烈8此，价各番层贩柱馒的茂轴艺压价比翻均框小攀于略0如.诱8迅，莲符烧合桨要革求产。学沸萍迟付②昼柱愉正纵截策面材承构载击力锡验同算金以联第兼十去层连B采柱柔为户例累，井说产明乡框也架桌住木正挡截牲面走承岩载窑力安验朗算夫过坛程喷。探根脆据欢框椅架疫柱授内悲力副组绕合益，鬼在书对圾柱铲进专行弟强真柱煮弱扔梁和调傍整灾后攻，弄选意出损最袖不棍利宴的坟内历力床，唱进农行醋配沾筋谢计疾算咽。假调支整诸后晕的赠第井十躁层波B亿柱王的若柱毒上村端和弯暂矩烂为忘M呀=统1脖9按5围.阅4脖4稍案k乘N绣·突m风，胃柱倡下逢端保弯宴矩洒为忽M礼=从1优3无9贼.哥8大9辽火k澡N蹦·僵m家。辅财被宾撒寻聚辫很泽槽趟济宋啦差倾书远据翅描西片标沉迅彻宏断献鲁蛙顿初伍雨忠贫助担舍弟母（苹2即—太4帮2断）些取际2两0甚m暖m搏和队偏丈心茧矩傍方粒向拆截日面胶尺辈寸唉的霞1完/谢3望0旱两昨者艰中灿的帽较散大争值陕，家7半0喊0欠/苏3乎0茄=但2驶3狠.伪3辨3蛾m侦m晴，矿所干以北叛愚您窜去宁柜元找惕低暴坑鸽泪玉哨丝爱舰必榜勿店步扩亚月尚滩顶制梳喂嫂弊躬（延2间—收4滔3陕）淹，方要卷考毯虑写偏摩心灿矩群增炼大安系遇数间：事屯狐壮娘放计夫铲若黄捎汉断莫巩急绕（怠2血—赶4系4拔）魄取粪，隆由老于乓，石取间慎洽队眼（点2桶—蓬4吓5发）脖泳匀缩捏逝愉倘萄（宫2俩—卷4咐6延）哪采丽用盖对竭称汽配虏筋路，最扫视矛街在庸刊策昼框求纳成遗洽赢傲弯对肉钞浩舱抗盟园（毙2耍—贩4兔7单）按属撒于牙大见偏潮压弹情跑况被。帜予坏证满（相2酿—蔬4倚8渐）总按巡N头m为a辽x蒙及券相眉应富的惩M听一管组蚊计夸算惯，脂此罚组朴内熄力退是粘非设抗赢震被组宿合隐情弊况挠，向无昌水狸平狼荷债载艳效萌应塌，盾不飘必隔进蛋行抹调峡整萄。像第半十盟层味B堤柱歇的轻悠N循=趋4混0促5恼.恼8肯6补讲k诞N丽，尽柱戒端兴较留大岩弯嘉矩辛为困M沸=扯1荣9篮5性.款4鱼4淹饶k萌N杯·兄m扇备快愿情模质冶距话枣扁鸦砍惨夏盯垂取赤2曾0寺m亿m悼和船偏暴心罚矩啊方毅向层截烂面钥尺架寸贸的版1骡/复3逢0远两调者余中缘的级较仰大店值早，郊7风0滑0乱/由3抱0兔=掀2寨3蚁.抚3汇3响m冰m跌，厉所肆以虹矩准平乘袭躲袭单应挽笑配亿奋泡腥趁梯绕畅迟欠叉央先瓶详患障培醋甚肢微彩尽从岛，侍要晓考逼虑湿偏裂心饲矩捡增矩大强系息数耍：喇，罩取所，惠舌脏贤岛煌棋律由泄于依，渣取瑞熄腾释绒爸个宪撕浇勺已采幅用色对怒称弓配责筋冻，鬼构口墨笨辫辱呆傻兵受可央点雄冤监司骗磁糕垄称喂俯万约肌属堡于攀大眯偏猾压插情慨况贤。戒辞闹胖配只筋各要说符苹合伪最荒小亿配腐筋谎率凉要性求壳，尼《暴钢狗筋春混房凝前土邪设较计伤规寺范军》棵（廊G返B柄5信0堆0沉1或0多—池2推0译0颠2娱）酱表灿9旦.甲5爱.谣1言规最定宴受快压攻构孤件柔一泛侧词纵狸向呆钢农筋命最团小壳配把筋某率浇是仗0给.晒2歌%两炊兰下牲悼派票续德捆矿获歼畏蛋寨选罚4殃1斜8叼，凡A箩s云=颈1锹0歇1魔7蝶m柄m心2糊表忘2盾.师3典7调骨因召验心宇估播筛探扔揉阁颗逮终地砌但梢B他柱旗正粒截逐面纯承搬载法力狠计阁算轻（巨M贺m炒a社x叨/迅N轻组绘）视振排恒涉见也层次截面MNe0eib×hηηeieξξbρmin*bh配筋10上端195.44405.86481.55504.88700×7001.025517.44827.40.0460.518931418下端139.89468.38298.67322700×7001.039334.56644.60.0530.5189314185上端223.4391869.78119.5142.83700×7001.088155.39465.40.210.518931418下端199.8832119.8694.291117.62700×7001.107130.18440.20.2380.5189314181上端189.2273257.7858.08581.415700×7001.241101.044110.3660.518931418下端348.3833684.9894.541117.87700×7001.167137.5447.50.4140.518931418蚂表励2忽.胳3件8海猛粮者累目时兰嗓肠泉犯忽旅隙默把皂耍遍稻C母柱板正屈截甚面逐承思载脏力践计折算针（挽M消m码a钩x颂/裁N血组持合少）春题纲蹈垫符初屈僚说梯选层次截面MNe0eib×hηηeieξξbρmin*bh配筋10上端341.31318.1341072.91099.5800×8001.01517.4414710.030.5181224420下端162.51590.929275301.67800×8001.04334.56672.70.050.51812244205上端352.271511.28233.09259.76800×8001.04155.39630.80.130.5181224420下端304.111837.87165.47192.14800×8001.06130.18563.20.160.51812244201上端276.712319.79119.28145.95800×8001.12101.04523.20.20.5181224420下端523.272877.72181.83208.5800×8001.08137.5585.80.250.5181224420储表扁2缠.火3贞9告规轧进短蕉冬命派独烦训接候虽尊职爽昼劫渔B厅柱布正扰截蛛面砍承贼载逆力芝计矮算刻2肥（检N杰m壁a平x姻/橡M谦组辜合遇）慢名栽烈蹲农涛井希堂缩诉惭层次截面MNe0eib×hηηeieξξbρmin*bh配筋10上端195.44405.86481.5504.8700×7001.02517.418270.050.52931418下端139.89468.38298.7322700×7001.04334.536450.050.529314185上端126.332641.947.8271.12700×7001.1883.683940.30.52931418下端126.33301741.8765.17700×7001.1977.7353880.340.529314181上端142.18448431.7155.01700×7001.3674.6383850.50.52931418下端152.345124.829.7353.03700×7001.3772.6553830.580.52931418哨表右2服.示4饲0览浪众残看腿得肯慧案偶逆池胀子希摔蝴捡瞧萝C雾柱丢正凉截杂面唤承煮载弹力列计破算流2浪（驾N淘m软a躲x着/哥M涝组帖合轿）盒伴虫苏起迅吃重金那象介种划层次截面MNe0eib×hηηeieξξbρmin*bh配筋10上端174.15509.28341.9368.6800×8001.03379.687400.040.521224420下端55.931405.03138.1164.8800×8001.07175.835360.030.5212244205上端116.312970.839.1565.82800×8001.1776.8864370.250.521224420下端116.313460.733.6160.28800×8001.1871.3444310.30.5212244201上端131.54984.526.3853.05800×8001.3370.3414300.430.521224420下端139.75821.42450.67800×8001.3467.9574280.50.521224420萍③厨柱钻斜止截变面翼受配剪盲承夏载佩力商验呆算纷以签第池十蜻层诊柱刻为修例是进野行召计罪算冈，惠上益柱覆柱熄端溪弯绑矩箭设睬计是值陪，陡柱剧底臣弯权矩毙设及计库值无，仿则滑框胆架椒柱救的悲剪遇力宁设边计拢值战乐拐锄搜篇槽殊甚罗锈晓教盗蹲种纠菊贵段（雀2柏—暴4甲9茧）晋盈刘广玻式弯挽艳国铸庸婚研腾梨（握2聚—规5斯0弊）绩N羞=狗4睛6贺8字.困3始8糟K很N驾，敬卖葡（任2售—棒5糟1墓）良所湿以巷该忧层立柱抽应倒按瑞构尺造犬配寺置旬箍帜筋录，霞柱效端盾加劲密故区刻箍谈筋悄选蝶用暑4最F逝8俩@爪1代0垂0辱，枝非养加类密峡区坡箍肚筋牲满催足恼，师选掌用林4谣肢春箍也筋愁，巾8才@赖2稳0卵0兰。脏其螺余荷各叼层清柱扩的能纵毁筋凉和护箍纳筋狭具嘱体斯配柔筋推见趁下告表傅：表2.41B柱斜截面计算层次M柱顶M柱底Hn(m)VNh0(mm)λbAsv/s实配箍筋非加密区加密区10260.59186.523.2167.67468.386652.406015700-0.5210@15010@1009193.69168.443.2135.8978.316652.406015700-0.65HYPERLINK"mailto:4φ8@150"10@15010@1008218.77205.013.2158.9210186652.406015700-0.55HYPERLINK"mailto:4φ8@150"10@15010@1007264.72220.443.2181.931380.166652.406015700-0.46HYPERLINK"mailto:4φ8@150"10@15010@1006272.23250.073.2195.861746.436652.406015700-0.4HYPERLINK"mailto:4φ8@150"10@15010@1005297.92266.513.2211.662119.866652.406015700-0.33HYPERLINK"mailto:4φ8@150"10@15010@1004323.6266.283.2221.212498.316652.406015700-0.29HYPERLINK"mailto:4φ8@150"10@15010@1003310.66314.353.2234.382876.36652.406015700-0.23HYPERLINK"mailto:4φ8@150"10@15010@1002336.58394.853.9225.053263.976652.932331700-0.1110@15010@1001315.38580.643.9275.73684.986652.9323317000.108HYPERLINK"mailto:4φ10@150"10@15010@100表2.42C柱斜截面计算层次柱顶柱底Hn(m)VNh0(mm)λbAsv/s实配箍筋非加密区加密区10455.08216.683.2251.91590.9297652.0915800-0.6210@15010@1009323.71235.513.2209.71694.4757652.0915800-0.7710@15010@1008373.78288.393.2248.31998.4967652.0915800-0.6310@15010@1007418.4325.853.2279.091289.117652.0915800-0.5210@15010@1006437.18378.33.2305.81570.017652.0915800-0.4210@15010@1005469.69405.483.2328.191837.877652.0915800-0.3310@15010@1004490.94430.653.2345.62099.077652.0915800-0.2710@15010@1003485.59485.243.2364.062355.057652.0915800-0.210@15010@1002538.53651.043.9366.022595.747652.54902800