Optimum Design of Prestressed Concrete Members

Autor:	Chen H. Wang
Rok vydání:	1970
Předmět:	Engineering Prestressed concrete business.industry law General Engineering Load distribution Structural engineering business law.invention
Zdroj:	Journal of the Structural Division. 96:1525-1534
ISSN:	2690-3377 0044-8001
DOI:	10.1061/jsdeag.0002629
Popis:	Spandrel beams and drop panels, or both, often existed in monolithic continuous structures. The analysis of this type of structural member is entirely different from that of a member having a uniform section. An optimum design method for a prestressed concrete member with prismatic haunches under a uniformly distributed load is developed without calculating the secondary moment caused by the prestressing force. This reduces the analysis to that of a nonprestressed member and gives a direct design procedure and desired stresses in the control section of the member for practical application.
Databáze:	OpenAIRE
Externí odkaz:	https://explore.openaire.eu/search/publication?articleId=doi_________::68c6c27bae1e07f022c366b48dd00c2e https://doi.org/10.1061/jsdeag.0002629 Zobrazit plný text záznamu