Analysis and design of prestressed I-Grider

Magar, Rajendra; Bincy, Babu (11CE03); Bhat, Aravind (11CE12); Shaikh, Mohd. Tazir (11CE45); Siddique, Tanveer (11CE55)

dc.contributor.author	Magar, Rajendra
dc.contributor.author	Bincy, Babu (11CE03)
dc.contributor.author	Bhat, Aravind (11CE12)
dc.contributor.author	Shaikh, Mohd. Tazir (11CE45)
dc.contributor.author	Siddique, Tanveer (11CE55)
dc.date.accessioned	2015-09-01T08:39:03Z
dc.date.available	2015-09-01T08:39:03Z
dc.date.issued	2015-05
dc.identifier.uri	http://www.aiktcdspace.org:8080/jspui/handle/123456789/1351
dc.description.abstract	Post-tensioned simply supported pre-stressed concrete (PC) I-girder bridges are widely used bridge system for short to medium span (20m to 50m) highway bridges, due to its moderate self -weight, structural efficiency, ease of fabrication, low maintenance etc. This study is on design and analysis of prestressed I- girder. Design constraints were decided using IRC 6:2010 for loading, IRC 18:2000 for minimum dimension requirement, IRC 21:2000 for concrete stresses. To formulate the entire problem for a couple of span under class A and class 70R loading, obtain shear force and bending moment at regular intervals along the beam. The software STAAD PRO is used for the analysis and design of prestressed concrete girders.	en_US
dc.language.iso	en_US	en_US
dc.publisher	AIKTC	en_US
dc.subject	Project Report - CE	en_US
dc.title	Analysis and design of prestressed I-Grider	en_US
dc.type	Project Report	en_US