Efisiensi Kapasitas Lentur Beton Pracetak (U-Ditch) Dengan Model Dinding Corrugated

Erwin Syaiful Wagola, Muhammad Tharik Kemal

Abstract


This study discusses to analyze the flexural capacity and efficiency of the corrugated U-Ditch type with dimensions of 50x50 cm to the normal U-Ditch type. In this research using JIS (Japan International Standard) method for The U-Ditch Corrugated test. The results showed that the flexural behavior of the Normal Type U-Ditch is linear to collapse with a crack pattern occurring on the U-Ditch wall.  The bending of the U-Ditch Corrugated type tends to be linear until it collapses with a crack pattern occurring in the structural wall. The magnitude of the bending moment capacity for the normal type is 9.11 kN.m and capacity of the U-Ditch corrugated type is 8.05 kN. m where the efficiency of bending capacity is 98%.


Keywords


U-Ditch; Corrugated; Eficiency Of the corrugated

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References


. Erwin Syaiful Wagola, at. all. (2017), “Kapasitas Lentur Sluran Drainase Pracetak U_Ditch” Jurnal Sains & Teknologi Vol. 6 No. 1 ISSN 2303-3614. Hal. 1-103.

. Elliott K. (2002), “Precast Concrete Structures”, Butterwoth-Heinemann.

. Japan International Standard, “Reinforced concrete gutters for roadside”, JIS A 5345.

. Japan International Standard, “General rules for methods of performance test”, JIS A 5363.

. Rohit B., Nimse., Digesh D., Joshi & Patel P.V. (2014), “Behavior of wet precast beam column connectionsunder progressive collapse scenario: an experimental study”, Int J Adv

SNI-03-2847-2002, “Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung”..


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