Prediction of Shear Strength in Higher Strength Concrete Beams Without Web Reinforcement

dc.contributor.author	Khursheed, Ahmad
dc.date.accessioned	2021-12-08T08:51:55Z
dc.date.available	2021-12-08T08:51:55Z
dc.date.issued	2008
dc.identifier.uri	http://10.250.8.41:8080/xmlui/handle/123456789/27946
dc.description.abstract	An experimental investigation of the shear strength of Higher – Strength concrete beams was conducted. Six beams without web reinforcement were designed in accordance with provision of ACI 318-05. The beams were designed in such a manner that they should fail in shear. Primary design variables were concrete compressive strength and shear span to depth ratio. Concrete with compressive strength varying from 6,000 to 10,000 psi was used in these specimens. Shear reinforcement was not provided. Results of the investigations were tabulated for the comparisons and analysis with other studies.	en_US
dc.language.iso	en	en_US
dc.publisher	NUST	en_US
dc.title	Prediction of Shear Strength in Higher Strength Concrete Beams Without Web Reinforcement	en_US
dc.type	Thesis	en_US