HOW TO PROTECT THE PRECAST GIRDERS FROM FALLING FROM THE PIERABUTMENT CAPS AFTER ERECTION AND BEFORE CASTING OF DECK SLABCROSS GIRDERS

Please use this identifier to cite or link to this item: https://repositori.mypolycc.edu.my/jspui/handle/123456789/7098

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DC Field	Value	Language
dc.contributor.author	KNSP Kamaraju	-
dc.date.accessioned	2025-10-27T04:04:40Z	-
dc.date.available	2025-10-27T04:04:40Z	-
dc.date.issued	2023-09	-
dc.identifier.issn	0976-6308	-
dc.identifier.issn	0976-6316	-
dc.identifier.uri	https://repositori.mypolycc.edu.my/jspui/handle/123456789/7098	-
dc.description.abstract	In the opinion of the author, the precast girders are falling from abutment/pier caps due to insufficient supports given to the girders after they have erected and before the casting of the cross girders/deck slab. This happens because no provision is available to support these girders except at ends of the girders on pier/abutment cap and these supports are insufficient due to the height, weight & length of the girder compared to its base. To avoid such mishaps, the author has evolved a procedure to protect those girders from falling and to avoid accidents and which is discussed in this paper.	ms_IN
dc.language.iso	en	ms_IN
dc.publisher	IAEME Publication	ms_IN
dc.relation.ispartofseries	International Journal of Civil Engineering and Technology (IJCIET);Volume 14, Issue 5	-
dc.subject	Precast girders	ms_IN
dc.subject	Pier/abutment caps	ms_IN
dc.subject	Deck slab	ms_IN
dc.subject	Falling prevention	ms_IN
dc.subject	Girder support	ms_IN
dc.title	HOW TO PROTECT THE PRECAST GIRDERS FROM FALLING FROM THE PIERABUTMENT CAPS AFTER ERECTION AND BEFORE CASTING OF DECK SLABCROSS GIRDERS	ms_IN
dc.type	Article	ms_IN
Appears in Collections:	JABATAN KEJURUTERAAN AWAM

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