Th0 author with his former resear 巴 h')indu 巴 edin general a differential equation on the assumption that the axile forces a 巴 ton any height of the beam ， at the same time under consid 日 rationof the height and changes of de 日 ectioncurves of the bearn as well as the effect of microhor ・ izontaldisplacements at the supporting points. He solved also those equations by means of the exhaustive theory of trans 巴 en-d 色 ntalfun 己 tion con 巴日 rn 日 d with the beam ， and calculated minutely the defiection angl 倒 的 ， 'P z and the axile for 冒 ce X. In this thesis ， the author calculated th 巴 detie 巴 tionof beam with the assumption that the axil 己 force X will effect th 己 centralaxis ，土士 h line from 抗告巴 entralaxis ， the bottom line and the s ur. face line of the beam ， in which th 巴 bothends we 問 not presuppo 日日 dto have th 巴 ef l' ects of the moments as in the former resear 巴 h. Next h 邑 found the defiection of beam exceedin 呂・ lyless ， wh 巴 n the con 巴 entrated loads 防 T ， and れ T2 ar 巴 onboth ends and a concentrated load P is a 七 anypoin 七 ofthe beam ， than wh 空 n th 巴 P only is at any point of th 己 beam;and he clarified aft 巴 1 ・ repeated calculation ， the main causal foτces of the diminution of defiection are th 邑 bending moments caused by the inertia of th 己 concentratedloads W ， and W 2 acted at th 弓日 uppor 七 edend i.
{"title":"Theory.","authors":"A. Ellis, Debbie Joffe Ellis","doi":"10.1037/0000134-003","DOIUrl":"https://doi.org/10.1037/0000134-003","url":null,"abstract":"Th0 author with his former resear 巴 h')indu 巴 edin general a differential equation on the assumption that the axile forces a 巴 ton any height of the beam ， at the same time under consid 日 rationof the height and changes of de 日 ectioncurves of the bearn as well as the effect of microhor ・ izontaldisplacements at the supporting points. He solved also those equations by means of the exhaustive theory of trans 巴 en-d 色 ntalfun 己 tion con 巴日 rn 日 d with the beam ， and calculated minutely the defiection angl 倒 的 ， 'P z and the axile for 冒 ce X. In this thesis ， the author calculated th 巴 detie 巴 tionof beam with the assumption that the axil 己 force X will effect th 己 centralaxis ，土士 h line from 抗告巴 entralaxis ， the bottom line and the s ur. face line of the beam ， in which th 巴 bothends we 問 not presuppo 日日 dto have th 巴 ef l' ects of the moments as in the former resear 巴 h. Next h 邑 found the defiection of beam exceedin 呂・ lyless ， wh 巴 n the con 巴 entrated loads 防 T ， and れ T2 ar 巴 onboth ends and a concentrated load P is a 七 anypoin 七 ofthe beam ， than wh 空 n th 巴 P only is at any point of th 己 beam;and he clarified aft 巴 1 ・ repeated calculation ， the main causal foτces of the diminution of defiection are th 邑 bending moments caused by the inertia of th 己 concentratedloads W ， and W 2 acted at th 弓日 uppor 七 edend i.","PeriodicalId":371096,"journal":{"name":"Rational emotive behavior therapy (2nd ed.).","volume":"126 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116291051","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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