Please use this identifier to cite or link to this item: http://localhost:8081/xmlui/handle/123456789/8158
Full metadata record
DC FieldValueLanguage
dc.contributor.authorJain, Jogendra Kumar-
dc.date.accessioned2014-11-12T07:13:00Z-
dc.date.available2014-11-12T07:13:00Z-
dc.date.issued1967-
dc.identifierM.Techen_US
dc.identifier.urihttp://hdl.handle.net/123456789/8158-
dc.guidePrakash, Anand-
dc.description.abstractA fixed ended circular halicoidal staircase with an intermediate landing has been analysed by using the method of consistent deformation considering the six reactions at one of the supports. to be the redund«« ant forces, The general expressions have been derived for all the thirty three flexibility coefficients involved in the equations. Influence lines for all the redundant react-ions have been drawn for a particular staircase having a height of 40 ems., centre line radius 25 ems. and, total horizontal angle of 270, for both,.a unit tertieal load and a unit transverse moment. To compare the analytical results, the influence lines have also been drawn experimentally by constructing a full scale model of pe rspex sheet and using the zller Bresla& principle,.en_US
dc.language.isoenen_US
dc.subjectCIVIL ENGINEERINGen_US
dc.subjectHELICOIDAL STAIR-CASEen_US
dc.subjectLANDINGen_US
dc.subjectBEHAVIOUR HELICOIDAL STAIR-CASEen_US
dc.titleBEHAVIOUR OF HELICOIDAL STAIR-CASE WITH LANDINGen_US
dc.typeM.Tech Dessertationen_US
dc.accession.number64761en_US
Appears in Collections:MASTERS' THESES (Civil Engg)

Files in This Item:
File Description SizeFormat 
CED64761.pdf9.83 MBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.