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VOLUME XIII Edisi 2 , Oktober 2008




Title

TINJAUAN KUAT LENTUR BALOK BETON BERTULANG DENGAN LAPISAN MUTU BETON YANG BERBEDA

Authors
Iwan Wikana dan Yohanes Hidayat
Jurusan Teknik Spil Fakultas Teknik UKRIM Yogyakarta

Abstract

This study was aimed to investigate the flexural strength of concrete beam with the different layer inforcement. On the area of compression required the high compressive strength reinforced. Reinforced beam consist two layer given flexural stress. Dimention of the beam tested with P x L xT = 100 cm x 10 cm x 15 cm with steel 2  6 mm. Each sample was made 5 concrete beam with composition 1 Pc : 2 Ps : 3 Kr, 1 Pc : 2,34 Ps : 2,84 Kr, and 1 Pc : 3 Ps : 3 Kr. The test result showed, the change of composition 1 Pc : 2 Ps : 3 Kr into 1 Pc : 2,34 Ps : 2,84 Kr increase flexural stress 24,75 %. The change of composition 1 Pc : 2 Ps : 3 Kr into 1 Pc : 3 Ps : 3 Kr increase flexural stress 37,09 %.
Keywords

flexural, strength, concrete
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