PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA

This thesis studied about maximum crack width formulae on one-way slabs reinforced by investigate influence of variation of steel stress, size of reinfo rcing bar, and cover thickness parameters. Crack width calculations use for formulae by Kaar-Hognestad, Base et.al., Borges (for the use of PBI 197...

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Main Author:	Sumirin
Format:	Theses
Language:	Indonesia
Online Access:	https://digilib.itb.ac.id/gdl/view/1197
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Institution:	Institut Teknologi Bandung
Language:	Indonesia

id	id-itb.:1197
spelling	id-itb.:11972004-12-07T17:43:00ZPERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA Sumirin Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/1197 This thesis studied about maximum crack width formulae on one-way slabs reinforced by investigate influence of variation of steel stress, size of reinfo rcing bar, and cover thickness parameters. Crack width calculations use for formulae by Kaar-Hognestad, Base et.al., Borges (for the use of PBI 1971), Beeby, Gergely-Lutz (for the use of ACI 318-90, NZS 3101-82, SNI Beton-91), and CEB-FIP 1978. A crack equation differentiation with mathematical approach and regression least square analysis. Results shows, steel stress, size of reinforcing bar, and cover thickness are significant parameters on maximum crack width. Experimental study on one-way slabs reinforced with limited number, use for compare the result of crack width calculations. text
institution	Institut Teknologi Bandung
building	Institut Teknologi Bandung Library
continent	Asia
country	Indonesia Indonesia
content_provider	Institut Teknologi Bandung
collection	Digital ITB
language	Indonesia
description	This thesis studied about maximum crack width formulae on one-way slabs reinforced by investigate influence of variation of steel stress, size of reinfo rcing bar, and cover thickness parameters. Crack width calculations use for formulae by Kaar-Hognestad, Base et.al., Borges (for the use of PBI 1971), Beeby, Gergely-Lutz (for the use of ACI 318-90, NZS 3101-82, SNI Beton-91), and CEB-FIP 1978. A crack equation differentiation with mathematical approach and regression least square analysis. Results shows, steel stress, size of reinforcing bar, and cover thickness are significant parameters on maximum crack width. Experimental study on one-way slabs reinforced with limited number, use for compare the result of crack width calculations.
format	Theses
author	Sumirin
spellingShingle	Sumirin PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
author_facet	Sumirin
author_sort	Sumirin
title	PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
title_short	PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
title_full	PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
title_fullStr	PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
title_full_unstemmed	PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA
title_sort	perhitungan lebar retak pelat beton bertulang satu arah pada tingkat beban kerja
url	https://digilib.itb.ac.id/gdl/view/1197
_version_	1820662894033895424

PERHITUNGAN LEBAR RETAK PELAT BETON BERTULANG SATU ARAH PADA TINGKAT BEBAN KERJA

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