Evaluasi Lebar Retak pada Balok Beton Prategang Parsial yang Mengalai Lentur Murni

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Published: Jun 28, 2019

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Ridwan Suhud

Abstract

Tulisan ini menyajikan perkembanga n /ebar retak pada balok beton prategang parsial dengan persentase prategang yang minimum. Sekalipun untuk beton prategang parsial, timbulnya retak merupakan ha/ yang wajar, namun demikian /ebar retak tetap harus dibatasi, lebih-lebih bagi balok prategang parsial yang kandungan tulangan beton biasanya agak besar. Untuk mendapatkan informasi yang lebihjelas tentang ini telah dilakukan percobaan terhadap balok prategang parsial dengan persentase prategang 60 %. Balok ini mempunyai penampang segi empat, yang diprategang dengan cara pretension dan dibebani dengan /entur murni.

Percobaan ini di/akukan di Laboratorium Struktur, Oepartement de Genie Civil, /NSA Toulouse, Perancis.

Article Details

How to Cite
Suhud, Ridwan. 2019. “Evaluasi Lebar Retak Pada Balok Beton Prategang Parsial Yang Mengalai Lentur Murni”. Jurnal Jalan Jembatan 9 (3):30-36. https://binamarga.pu.go.id/jurnal/index.php/jurnaljalanjembatan/article/view/847.
Issue
Vol. 9 No. 3 (1992)
Section
Jalan dan Jembatan

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