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THE USE OF ENCASED TIMBER AS ALTERNATIVE TO REINFORCED CONCRETE COLUMNS


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📄 Pages: 89       🧠 Words: 12050       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 146      

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ABSTRACT
The cost of steel rods and cement has become so high that it is becoming increasingly difficult for an average Nigerian to build reinforced concrete houses. Even though coarse aggregates could be got locally, the cost of production is also high. Thus, fewer houses are being erected nowadays. It will not augur well for the country if this trend is allowed to continue since the population of Nigeria is increasing daily. Therefore, there is a need to look for alternative building materials. Timber is one of such materials that can be used. Timbers that are good enough for structural elements are readily available in many parts of Nigeria and relatively cheaper when compared with the cost of steel rods. The fear of the prospective users of timber in this fashion is the fire hazard. This work therefore investigated the use of timber encased with concrete as an alternative to the conventional steel renforced concrete columns in buildings, especially in low cost housing schemes. The objective is to cut down the cost of columns in buildings, since timbers are available and cheaper. A lot of saving will also be made in the amount of concrete used. The results indicate that encased timber columns have adequate load bearing capacity for use in conventional residential buildings. It has been found from test results also that the bond strength between concrete and timber is adequate (averagely 1.95N/mm2) for achieving composite action in the encased timber column. The failure loads of the columns were also computed theoretically and. the results agreed favourably with the test results.

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📄 Pages: 89       🧠 Words: 12050       📚 Chapters: 5 🗂️️ For: PROJECT

👁️‍🗨️️️ Views: 146      

⬇️ Download (Complete Report) Now!

🔗 Related Topics

PROGRAM FOR ONE-WAY REINFORCED CONCRETE SLABS TO BS8110 (1985) STOCHASTIC ASSESSMENT OF NIGERIAN TIMBERS FOR BRIDGE DECKS IN ACCORDANCE TO AASHTO LFRD EXPERIMENTAL AND PROBABILISTIC ASSESSMENT OF CONCRETE INCORPORATING EXPANDED POLYSTYRENE (EPS) WASTE AT ELEVATED TEMPERATURES STRUCTURAL GRADE PROPERTIES OF SOME SELECTED NIGERIAN TIMBER SPECIES: Chlorophoral excelsa (Iroko), Khaya, senegalensis (Mahogany), Ceiba pentandra (Araba), and Daniellia oliveri (Maje). RELIABILITY ANALYSIS OF REINFORCED CONCRETE BRIDGE DECKS SUBJECT TO FATIGUE Unsymmetrically Reinforced Concrete Columns Under Small Eccentricity of Loading OPTIMUM DESIGN OF THE THICKNESS OF CARBON FIBRE REINFORCED POLYMER MATERIAL (CFRP) REQUIRED FOR STRENGTHENING OF DEFICIENT REINFORCED CONCRETE BEAM STRESS DISTRIBUTION OF SHORT REINFORCED CONCRETE COLUMNS LOADED UNDER SMALL ECCENTRICITIES OPTIMUM DESIGN OF REINFORCED CONCRETE RAFT FOUNDATIONS USING FINITE ELEMENT ANALYSIS EUROCODE 5 - BASED RELIABILITY ANALYSIS OF AXIALLY LOADED SOLID TIMBER COLUMNS USING SELECTED NIGERIAN TIMBER SPECIES INFLUENCE OF TEMPERATURE ON ASPHALT CONCRETE IN NIGERIA OPTIMUM DESIGN OF PRESTRESSED CONCRETE TRANSMISSION POLES FAILURE COST ANALYSIS OF HUMAN ERRORS IN REINFORCED CONCRETE BEAM CONSTRUCTION EVALUATION OF THESTRUCTURAL PERFORMANCE OF ASPHALTIC CONCRETE HIGHWAY PAVEMENT CONCRETE STRENGTH AND BOND BEHAVIOUR IN CHEMICALLY AGGRESSIVE ENVIRONMENTS USE OF COCONUT SHELL AS COARSE AGGREGATE IN LIGHTWEIGHT CONCRETE MODAL ANALYSIS OF VERTICALLY CURVED CONCRETE FLY-OVER BRIDGES THE STRUCTURAL BEHAVIOUR AND ULTIMATE STRENGTH OF REINFORCED CONCRETE SLABS SRENGTHENED BY EPOXY-BONDED STEEL PLATES SHEAR RESISTANCE OF REINFORCED CONCRETE BEAM COMPRESSIVE STRENGTH OF CONCRETE AND MORTAR CONTAINING ASHES AS PARTIAL REPLACEMENT FOR CEMENT

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