Rehabilitation of Cracked RCC Beams by Pre-stressing Technique

dc.contributor.author	Ubaid Waqar; M Ali Aslam; Asad Shabaz; Supervisor Lec Sardar Khan
dc.date.accessioned	2025-03-17T16:53:32Z
dc.date.available	2025-03-17T16:53:32Z
dc.date.issued	2007
dc.identifier.issn	issn
dc.identifier.uri	http://10.250.8.41:8080/xmlui/handle/123456789/51134
dc.description.abstract	Structural members especially RCC beams experience cracking due to over loading or if not designed for the load these are supposed to carry safely. As development of cracking continues, deflection of the beams increases excessively more. Creep and shrinkage further aggravate the situation by increasing the deflection several times more. As a result not only capacity of the RCC beams to take unexpected additional loads diminishes but	en_US
dc.language.iso	en	en_US
dc.publisher	MCE-NUST Risalpur Campus	en_US
dc.subject	Rehabilitation of cracked RCC beams	en_US
dc.title	Rehabilitation of Cracked RCC Beams by Pre-stressing Technique	en_US
dc.type	Project Report	en_US