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All Journal Construction and Material Journal APPLIED RESEARCH ON CIVIL ENGINEERING AND ENVIRONMENT (ARCEE)
Hermawan, A. Rudi
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Civil Engineering, Building, Construction & Architecture Earth & Planetary Sciences Materials Science & Nanotechnology Transportation

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PERFORMA EMBEDED BALOK PRECAST TIPE PIN WELDED PLATE PADA MOMEN MAKSIMUM Hermawan, A. Rudi; Mulya, Eka Sasmita
Construction and Material Journal Vol 1, No 2 (2019): Construction and Material Journal Vol. 1 No. 2 Juli 2019
Publisher : Politeknik Negeri Jakarta

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Abstract

Pengujian performa embeded balok Precast yang telah dilakukan menghasilkan beberapa data sebagai berikut (a) hasil kuat tekan beton (compressive strength) rerata yang dihasilkan adalah 434,22 kg/cm2 (b) hasil uji tarik rerata antara plat embedded dan plat sambung adalah 398,36 Mpa (c) hasil kuat tarik rerata antara plat sambung dengan tulangan D13 terhadaap kekuatan tarik plat adalah 465.70 Mpa dan terhadap kekuatan tarik tulangan adalah 570,01 Mpa (d) hasil kuat tarik tulangan D13 adalah 633 Mpa dan hasil kuat leleh (yield strength) adalah 441 Mpa (e) hasil kuat tarik plat tebal 4,57 mm adalah 451 Mpa dan kuat leleh (yield strength) adalah 331,2 Mpa.Untuk sambungan las perlu adanya perbaikan kualitas las agar tidak terjadi hasil las yang berongga dan mengakibatkan melemahkan kuat Tarik dari las itu sendiriKata kunci: reinforcement, tensile strength, embedded, yield strength
Performance of Embeded of Precast Beam Type Wet and Dry Joint at Maximum Moment Hermawan, A. Rudi; Mulya, Eka Sasmita
Applied Research on Civil Engineering and Environment (ARCEE) Vol 1, No 02 (2020): Urban Building and Infrastructure
Publisher : POLITEKNIK NEGERI JAKARTA

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/arcee.v1i02.2677

Abstract

Research of perform of embedded precast beam was result many data (a) average tensile strength of joint between plate embedeed with plate joint was 628,55 Mpa (b)average tensile strength of joint between plate with reinforce bar D12,59 was 597,16 Mpa for tensile strength of plate with failure at reinforce bar (c) average tensile strength of reinforce bar D12,59 was 605,23 Mpa and yield strength was 425,87 Mpa (d)average tensile strength of plate 4,58 mm thick was 456,86 Mpa and  yield strength was 335,02 Mpa. For welded joint need several control quality so that no hole in that perform of welded couse can decrease tensile strength of joint. Conclusion of this research is embedded for precast concrete type wet and dry can be used for construction of joints of beam.
Co-Authors Eka Sasmita Mulya