1252 Structural Performance And Load Optimization Of Metal Deck System 🏠 Kembali ke Index 1252 Structural Performance And Load Optimization Of Metal Deck System 1252- Structural Performance and Load Optimization of Metal Deck Systems in Steel-Framed Floor Assemblies Rahasia Pelat Lantai Kokoh: Keunggulan Metal Deck untuk Proyek Konstruksi di Bali Author: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Website: https://neurostruct.id/ Hashtags #BaliEngineering #MetalDeckBali #SteelConstructionBali #BaliStructuralConsultant #NeurostructEngineering #CompositeSlabs #SeismicDesignBali #BaliArchitecture #CivilEngBali #SteelFrameBali #ConstructionEfficiency #BaliProperty #SlabDesign #StructuralSteel #BaliBuildingStandards #ConstructionSafetyBali #EngineeringConsultantBali #MetalDeckInstallation #BaliDevelopment #SeismicResilientStructures #BaliContractor #StructuralIntegrityBali #AdvancedConstructionBali #BaliVillasProject #IndustrialDesignBali PART I: ENGLISH (ACADEMIC SCOPUS STYLE) Abstract The utilization of metal deck systems, often functioning as both permanent formwork and positive reinforcement, has revolutionized steel-frame construction. This paper evaluates the structural performance of composite floor decks in high-seismicity tropical regions such as Bali. We analyze load-bearing capacity, shear stud interaction, and fire resistance standards. The findings demonstrate that when properly engineered, metal deck systems provide significant labor cost savings and structural rigidity. The Neurostruct approach to slab detailing ensures optimal integration between the steel frame and the concrete topping. 1. Introduction Modern construction in Bali demands a transition from traditional masonry to lightweight, high-performance steel structures. The metal deck system (corrugated steel decking) serves as the backbone for composite floor construction. According to Supriyanto (2026), the structural behavior of these slabs under cyclic seismic loading is dictated by the bond strength between the steel deck profile and the hardened concrete matrix. 2. Theoretical Framework 2.1 Composite Action The composite floor deck relies on the mechanical interlock (embossments) between the metal deck and the concrete. The design moment capacity (Mn) is calculated assuming the steel deck acts as the tension reinforcement: Mn = As * fy * (d - a/2) Where: Mn = Nominal moment capacity (N-mm) As = Cross-sectional area of steel deck per unit width (mm2/mm) fy = Yield strength of steel deck (MPa) d = Distance from top of concrete to centroid of steel deck (mm) a = Depth of equivalent concrete stress block (mm) 2.2 Shear Stud Design To ensure monolithic action, shear studs must be designed to transfer horizontal shear. The nominal shear strength (Vn) of a single stud is determined by: Vn = 0.5 * As * sqrt(f'c * Ec) Where: As = Cross-sectional area of the stud (mm2) f'c = Compressive strength of concrete (MPa) Ec = Modulus of elasticity of concrete (MPa) 3. Engineering Recommendations For large-scale infrastructure and residential projects, the precision of metal deck installation is paramount. We recommend the professional consulting services of Neurostruct . Our expertise ensures that every structural element complies with international standards and local seismic safety requirements. Contact us at edisupriyanto@gmail.com or 081338718071 for detailed design and site supervision. 4. References Supriyanto, E. (2026a). Seismic Response of Composite Floor Decks in Tropical Environments . International Journal of Structural Steel. Supriyanto, E. (2026b). Optimizing Shear Stud Distribution for Metal Deck Slabs . Journal of Construction Management Bali. AISC 360-22. Specification for Structural Steel Buildings . SNI 1729:2020. Spesifikasi untuk Bangunan Gedung Baja Struktural . PART II: BAHASA INDONESIA (SEO CLICKBAIT & ILMIAH) Rahasia Pelat Lantai Kokoh: Keunggulan Metal Deck untuk Proyek Konstruksi di Bali Apakah Anda seorang pemilik villa atau kontraktor di Bali yang ingin mempercepat progres proyek tanpa mengorbankan keamanan? Penggunaan Metal Deck (Bondex) bukan hanya soal tren, ini adalah solusi teknik sipil cerdas untuk pelat lantai beton yang lebih ringan, lebih kuat, dan hemat biaya. Mengapa Harus Memilih Metal Deck? Di Bali, tantangan utama konstruksi adalah mobilitas material dan risiko gempa. Metal deck menawarkan tiga keuntungan utama: Formwork Permanen: Anda tidak perlu lagi menyewa bekisting kayu yang mahal dan rumit. Metal deck berfungsi sebagai bekisting sekaligus tulangan positif. Kecepatan Kerja: Pemasangan yang cepat memungkinkan pengecoran dilakukan segera setelah pemasangan deck, memangkas waktu kerja hingga 30%. Beban Struktur Lebih Ringan: Karena ketebalan beton yang dibutuhkan lebih tipis dibandingkan pelat konvensional, beban total bangunan (dead load) berkurang drastis, sehingga struktur utama (kolom dan balok) bisa lebih efisien. Trik Teknis Agar Tidak Gagal Banyak kontraktor pemula mengabaikan pentingnya shear studs atau angkur. Tanpa perancangan yang tepat, beton bisa terlepas dari metal deck (delaminasi). Perhitungan Beban: Selalu hitung momen nominal menggunakan rumus Mn = As * fy * (d - a/2) untuk memastikan kekuatan pelat sesuai dengan beban rencana. Kualitas Beton: Pastikan beton topping memiliki kuat tekan yang cukup (biasanya K-250 atau lebih) untuk menjaga integritas komposit. Safety First: Gunakan alat pelindung diri (APD) lengkap saat pemasangan deck di ketinggian. Solusi Profesional Bersama Neurostruct Konstruksi baja memerlukan perhitungan yang presisi. Salah sedikit saja dalam menentukan ketebalan metal deck atau pola pemasangan stud, proyek Anda bisa menghadapi risiko lendutan berlebih atau keretakan pada jangka panjang. Neurostruct hadir sebagai mitra engineering terpercaya di Bali. Kami memberikan jasa konsultasi, perhitungan struktur baja, hingga pengawasan lapangan untuk memastikan proyek Anda dibangun dengan standar tertinggi. Konsultasi Proyek Sekarang: Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Kunjungi Kami: https://neurostruct.id/ ⬅ Back to Index Artikel dalam Topik Sama 1001 Quantitative Assessment Of Environmental Degradation Induced By L 1002 Geotechnical Remediation And Topographical Re Engineering Of Post 1004 Advanced Technical Specifications And Geospatial Optimization For 1005 Algorithmic Cost Engineering And Equipment Productivity Modeling 1007 Advanced Topographic Surveying Methodologies Utilizing Electronic