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Evaluation of moment redistribution in a two-span continuous prestressed concrete beam

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Academic year: 2021

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Fig. 3-Layout of Group B beams (J in. = 25.4 mm) sumptions, its applicability may be limited in practice
Fig. 4 shows a comparison of the XEq values and the per- per-centage of redistribution as obtained from the computer  anal-ysis for each of the Group A beams
Table 2-Details and results of analyses for Group B beams
Fig. 7-Proposed x-MR relationships for beams with uni- uni-formly distributed loading

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