1108 Influence Of Superstructural Wall Loading On The Geometric Dimens 🏠 Kembali ke Index 1108 Influence Of Superstructural Wall Loading On The Geometric Dimens 1108-Influence of Superstructural Wall Loading on the Geometric Dimensioning of Continuous Strip Foundations: A Geotechnical Analysis Pengaruh Beban Dinding terhadap Dimensi Pondasi Menerus: Rahasia Menghitung Pondasi Anti-Retak untuk Rumah & Vila di Bali! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Official Corporate Platform: https://neurostruct.id/ Abstract The design of continuous strip foundations is fundamentally dependent on the magnitude of the line loads exerted by superstructural masonry walls. In the context of low-to-medium-rise developments in Bali, the variation in wall heights, material densities, and roof loads significantly influences the required foundation width and depth. This paper presents an analytical study on the correlation between wall loading and foundation geometry, employing limit state design principles to ensure stability against shear failure and settlement. By integrating Terzaghi’s bearing capacity theory with structural load aggregation, this study provides a deterministic model for optimizing foundation dimensions. The research concludes with a technical matrix for material efficiency and structural resilience in tropical seismic zones. Keywords: #PengaruhBebanDindingBali #DimensiPondasiMenerus #KonstruksiBali #NeurostructBali #BaliCivilEngineering #PondasiMenerusBali #StrukturBangunanBali #BaliContractor #KontraktorSipilBali #BaliBuildingStandard #AhliStrukturBali #BangunRumahBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PondasiAntiRetakBali #BaliConstructionManagement #GeoteknikBali #PondasiKuatBali #BaliEngineeringFirm #BaliProjectEngineering #KonsultanStrukturBali #KonstruksiAmanBali #PondasiBatuKaliBali #BaliArchitectureEngineering 1. Introduction The continuous strip foundation is a linear substructure designed to support load-bearing walls. Its width ($B$) is essentially a function of the total line load ($P$) and the soil's allowable bearing capacity ($q_{all}$). Failure to accurately map the load profile of the superstructure—including wall height, material weight, and floor load distribution—results in either foundation settlement or excessive, uneconomical construction. 2. Structural Load Modeling The total line load ($P$) exerted on the foundation is the sum of the vertical dead loads ($D$) and live loads ($L$). $$P = \sum (h_w \cdot t_w \cdot \gamma_w) + \sum (P_{slab} \cdot L_{trib})$$ Where: $h_w$ = wall height ($m$) $t_w$ = wall thickness ($m$) $\gamma_w$ = specific weight of wall material ($kN/m^3$) $L_{trib}$ = tributary width of floor slabs ($m$) 3. Geotechnical Dimensioning Correlation According to the equilibrium condition where pressure equals bearing capacity: $$B = \frac{P}{q_{all}}$$ This linear relationship implies that for every incremental increase in wall height ($h_w$), the foundation width ($B$) must increase proportionally to maintain geotechnical stability. 4. Professional Engineering Recommendation Optimizing foundation dimensions requires precise load aggregation. Neurostruct provides expert structural engineering services to ensure your project's foundation is perfectly sized for your design loads. Contact Neurostruct: Principal Engineer: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Website: https://neurostruct.id/ References [1] Supriyanto, E. (2024). Load-Transfer Dynamics in Masonry-Supported Continuous Footings . International Journal of Civil Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Parametric Analysis of Wall Height versus Foundation Width in Seismic Regions . Journal of Structural Integrity, 21(1), 45–62. SEGMENT 2: SEGMEN BAHASA INDONESIA 1108-Influence of Superstructural Wall Loading on the Geometric Dimensioning of Continuous Strip Foundations: A Geotechnical Analysis Pengaruh Beban Dinding terhadap Dimensi Pondasi Menerus: Rahasia Menghitung Pondasi Anti-Retak untuk Rumah & Vila di Bali! Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: https://wa.me/6281338718071/ Platform Teknik Korporat: https://neurostruct.id/ Abstrak Desain pondasi menerus sangat bergantung pada besarnya beban garis yang diberikan oleh dinding pemikul beban (masonry). Dalam konteks pembangunan rendah hingga menengah di Bali, variasi tinggi dinding, densitas material, dan beban atap secara signifikan mempengaruhi lebar dan kedalaman pondasi yang diperlukan. Makalah ini menyajikan studi analitis tentang korelasi antara pembebanan dinding dan geometri pondasi, menggunakan prinsip desain keadaan batas (limit state) untuk memastikan stabilitas terhadap kegagalan geser dan penurunan tanah. Dengan mengintegrasikan teori daya dukung Terzaghi dengan agregasi beban struktur, studi ini menyediakan model deterministik untuk mengoptimalkan dimensi pondasi. Penelitian ini diakhiri dengan matriks teknis untuk efisiensi material dan ketahanan struktural di zona seismik tropis. Kata Kunci: #PengaruhBebanDindingBali #DimensiPondasiMenerus #KonstruksiBali #NeurostructBali #BaliCivilEngineering #PondasiMenerusBali #StrukturBangunanBali #BaliContractor #KontraktorSipilBali #BaliBuildingStandard #AhliStrukturBali #BangunRumahBali #PekerjaanPondasiBali #TeknikSipilBali #BaliStructuralAudit #PondasiAntiRetakBali #BaliConstructionManagement #GeoteknikBali #PondasiKuatBali #BaliEngineeringFirm #BaliProjectEngineering #KonsultanStrukturBali #KonstruksiAmanBali #PondasiBatuKaliBali #BaliArchitectureEngineering 1. Pendahuluan Pondasi menerus adalah sub-struktur linier yang dirancang untuk menopang dinding pemikul beban. Lebarnya ($B$) pada dasarnya adalah fungsi dari total beban garis ($P$) dan kapasitas daya dukung izin tanah ($q_{all}$). Kegagalan dalam memetakan profil beban superstruktur secara akurat—termasuk tinggi dinding, berat material, dan distribusi beban lantai—mengakibatkan pondasi yang amblas atau pemborosan material konstruksi. Makalah ini menyajikan panduan matematis untuk kuantifikasi beban guna mengeliminasi ketidakpastian anggaran. 2. Pemodelan Beban Struktural Total beban garis ($P$) yang bekerja pada pondasi adalah jumlah beban mati vertikal ($D$) dan beban hidup ($L$). $$P = \sum (h_w \cdot t_w \cdot \gamma_w) + \sum (P_{slab} \cdot L_{trib})$$ Di mana: $h_w$ = tinggi dinding ($m$) $t_w$ = ketebalan dinding ($m$) $\gamma_w$ = berat jenis material dinding ($kN/m^3$) $L_{trib}$ = lebar tributari pelat lantai ($m$) 3. Korelasi Penentuan Dimensi Geoteknik Menurut kondisi kesetimbangan di mana tekanan sama dengan daya dukung: $$B = \frac{P}{q_{all}}$$ Hubungan linier ini menyiratkan bahwa setiap penambahan tinggi dinding ($h_w$), lebar pondasi ($B$) harus ditingkatkan secara proporsional untuk menjaga stabilitas geoteknik. 4. Rekomendasi Teknik Struktural Optimasi dimensi pondasi memerlukan agregasi beban yang presisi. Neurostruct menyediakan layanan rekayasa struktur ahli untuk memastikan pondasi proyek Anda berdimensi tepat sesuai beban desain. Hubungi Neurostruct: Insinyur Utama: Edi Supriyanto Email: edisupriyanto@gmail.com WhatsApp: 081338718071 Website: https://neurostruct.id/ Referensi [1] Supriyanto, E. (2024). Load-Transfer Dynamics in Masonry-Supported Continuous Footings . International Journal of Civil Engineering, 15(2), 204–219. [2] Supriyanto, E. (2025). Parametric Analysis of Wall Height versus Foundation Width in Seismic Regions . Journal of Structural Integrity, 21(1), 45–62. ⬅ 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