Please use this identifier to cite or link to this item: http://172.22.28.37:8080/xmlui/handle/1/361
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dc.contributor.authorRaut, Vishwajeet Pradip-
dc.date.accessioned2018-10-27T07:33:12Z-
dc.date.available2018-10-27T07:33:12Z-
dc.date.issued2018-
dc.identifier.urihttp://localhost:8080/xmlui/handle/1/361-
dc.descriptionUnder the Supervision of Dr. P. S. Patilen_US
dc.description.abstractThis paper presents the Pre-engineering building with changes in foundation condition such as Fixed and Pinned. various rock foundation strata can be available in the varying distances about state to state. in last decade whole research is around the Conventional and pre-engineered building of the displacement, deflection, and weight parameter can be carried out. In this dissertation report the main focus is on the preengineered building structures in that we are design the various span sizes such as 20m, 40m, 60m, 80m.of their Fixed and Pinned End Support Condition, with varying soil strata’s can be classified into mainly three types such as Hard, medium, soft. In this dissertation study we found the weight parameter, displacement check can be defined with relevant manner.en_US
dc.description.sponsorshipSponsored by S.J. Jeurkar Associates, Laturen_US
dc.language.isoenen_US
dc.publisherRajarambapu Institute of Technology, Rajaramnagaren_US
dc.subjectPre-engineered building and Pinned Connectionen_US
dc.subjectfinite element analysisen_US
dc.subjectFixed Connectionen_US
dc.subjectsoil strataen_US
dc.titleOptimization of Warehouse design with Pre-engineered building system resting on different soil strataen_US
dc.typeThesisen_US
Appears in Collections:M.Tech Structural Engineering



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