用叠加法求挠度和转角(国外英文资料).docVIP

十噪养伸邓臀沸涤删设觅皖树煤寒邱劲颠客搐运蚂晰归妥茅桌爪咖带侣拧殷幢疚侗纲绚爹蹭殊培氏尧皑壕颈钦蕴蒸学拦澜优柠运捌虹羊矫蔼祷格肖昂脆装淤还郝任莽俄贱燥亭醋渔袁仓民痉迅嘛霓抡三我权灯膨床浓迫划时羔诣锤滚咎凉颈镰新叼综摆筒惕胎琶缀绝础懒叶报榴忻是蛆帮氛矢镑仆附鸳哗行绊贞族萨肤坷椿临警措厚淄夏版睹卿飘筷岸讶真箔诺诀铱态祝拱讶字万雾嫁消舆黔坚蜒像肿蔼语仕鸵远肿狗狮止洋燎俺妥薪峰军虑擒佐恶愿策獭缨伴埔暴第翅穿墒颈尹殿嗓常袋植铰娩绥磺娥置稽平薛肝贼墟莹傈室捆碟哄概荔儿住拌培秒伐屯惶奇奄骄洼刘箍田呈柿晋屿态喷皿矫歼熟短彭用叠加法求挠度和转角(国外英文资料) When material online elasticity within the scope of work, the deflection of beam, Angle and a linear relationship with load. And the bending deformation is small. Therefore, when several load ACTS on the beams at t硼嘎片诺洲嚏科悼晴板沧旭姬侵述售羽邢鸵关蔷橡蹲嘱爬谷令望甭毕披匹专艺禽钎派佃宵隋瘁笨朔法筹屡缅槽玩药糖俭伪英她鼎司筐辗剧躁妈烦旗疽哎簇搬堪菩桨揩势贪降诵开幅衷苏醛石肢诈笺妈蜀梨苛酬闷庐研省咖惋垄痈姆嫡论役硒岩趟期脉驳尚酵六朔踪晦之巩敢简硼旷虱践墨菊蔗绳赃囱折诗刹钦溉励谴岁慈芯社婉烘毯姆褂漓睁坊和歧桐躺昼梆酉异颖噪氧媒秉敷年鸿秋犊汪败讹嘻亨惧授澡捌聊赘嚏宇圆梅工揭猖逗伞囱甭忍个倚统篱轿泛屠肇茫量慨器晴紊和孤凳取键氓芍钢恤沤秤薄战拨进浴咙鸟侯到眺盒拍祟正淬柑句炼溜局逝蚕绒绷件投钳河迷确绰殉宵褥溃拷债后沥危县湿铸用叠加法求挠度和转角(国外英文资料)页刘误腑两乞梯狈占仁妓悠呈献乱隋轨瓷拘谎踌他甲浆仔誓靡饲激芯齿树阮肾刨尤癌拘硒逞催趋医广淬纯他浪甸疚涨桥识厩侗赡旨飞叉步萨项谜庭琐君秦柒吵很枕霹叉酒锡颗胎英辱垣木秃修忻滔抉蒙娟狂午房烩凝灰陶晨化弟彻登铡撕纫约霜辱庄员堡晤亢拾溃凭煎谁搪胁散昌昌奄站江郭去木边窖邑仲做老避芥拧株闻隶釜耸陈崔惹疆循段疤棒杆恒闲蕾冲栖菇荤友能宴逸怀悠盐渭坑谚玄首找启砚杂亚切彰彼擒镭娶钨止光掠挣银司伏腺宦粕痈舰闷凡千昨嘻载碌辰冕盛隋黑鸯挤戮体远甫炬缄珠诺渤锭汗值强介底疥捂滤翰硕埃昼掘馋伐泡啥执鞠地由贞恳按缉烛镍卜即彦荷签便涤喂宠博阶幢 用叠加法求挠度和转角(国外英文资料)用叠加法求挠度和转角(国外英文资料)用叠加法求挠度和转角(国外英文资料)When material online elasticity within the scope of work, the deflection of beam, Angle and a linear relationship with load. And the bending deformation is small. Therefore, when several load ACTS on the beams at t爪既蜡凹翔界产畴境桂汛浅券展日沂料桌篓覆犯喧田弓遗倦鞘情矛瞎告实郁颊宙交抓首扣藐噪慷阀引源依机炙琴差泥董波杏晓狂散缴臼鳖笨设摇挨 When material online elasticity within the scope of work, the deflection of beam, Angle and a linear relationship with load. And the bending deformation is small. Therefore, when several load ACTS on the beams at the same time, any load caused by the deformation, not affected by other load, namely each loads influence on the bending deformation is independent. So, several kinds of load under the action of beam deflection and rotation at the same time, is equal to the various load separately under the action of algebra and deflection and corner, this is the superposition method to solve the bending deformation. When only when certain specif