. The practical aspect of the slope deflection method and its application to the design of the Roosevelt Road Viaduct . ^ VS <^ -^ ^^ —— {. 1 *?: \ Ii ^ \ * § ^ > V )^ NS ^ ^^ ^ ^ 1 ^ s.^ 7^ Cases a to d were solved by using the raodified slope deflectionequations, while cases e and f — by using the ordinary work is tabulated on g^ige 74. Note again that for cases ato d, the moment equation cannot be put into the form ^^L^^A^^a~^J>no factor corrinion to the coefficients of ^,^5 and ^ can be found. However, for purposes of coiaparieon a factor wf: £ used foreach of cases


. The practical aspect of the slope deflection method and its application to the design of the Roosevelt Road Viaduct . ^ VS <^ -^ ^^ —— {. 1 *?: \ Ii ^ \ * § ^ > V )^ NS ^ ^^ ^ ^ 1 ^ s.^ 7^ Cases a to d were solved by using the raodified slope deflectionequations, while cases e and f — by using the ordinary work is tabulated on g^ige 74. Note again that for cases ato d, the moment equation cannot be put into the form ^^L^^A^^a~^J>no factor corrinion to the coefficients of ^,^5 and ^ can be found. However, for purposes of coiaparieon a factor wf: £ used foreach of cases, a to d w:ich approximates the above men-tioned condition. This factor was found by talcing an averati;eof the coefficients of 0, , ^g -^nd ^. A comparison of the equations for moments at the joi-jts andof the factors mentioned above shows that using part sectionsfor I throUf-rhout the bean rme by the modified equationsor by the ordinary gives results which are -bout 10/^ off fromthe correct results. By using the full section throughout thebeam, results are 50-60;^^ 12. To show the effect on the moment at the joi


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