ACI 318 Building Code (American Concrete Institute) - provides minimum requirements for the design and construction of structural concrete members of any structure AISC 360 (American Institute of Steel Construction) - authoritative reference in the US for steel building structure design National Structural Code of the Philippines (NSCP) - local counterpart of ACI 318 and governing code in the Philippines American Society for Testing and Materials (ASTM) - develops and publishes voluntary consensus technical standards for a wide range of materials, products, systems, and services American Association of State Highway and Transportation Officials (AASHTO) - specifications, test protocols and guidelines which are used in highway design and construction PNS (Philippine National Standards) - Local standards formulated by Bureau of Product Standards (BPS) and/or adopted relevant international or foreign standards to help industries produce quality products or services and raise productivity Concrete - safe, strong and simple building material - made by mixing cement, water, coarse & fine aggregates, admixtures - 6% air, 11% portland cement, 41% gravel/crushed stone, 26% sand, 16% water Cement - when mixed with water, forms a paste - This paste acts like glue and holds or bonds the aggregates together ● Non-hydraulic - Needs dry conditions and the presence of carbon dioxide (CO₂) to set and cure. ● Hydraulic – The cement hardens by hydration in the presence of water. - contains limestone, clay, cement rock, and iron ore blended and heated to 1200 °C to 1500 °C. - Gypsum is added to control setting time Aggregates ● Coarse aggregates – crushed rock, gravel or screenings. Particles greater than 4.75mm and comprises 40% - 45% of the mixture. ● Fine Aggregates – natural sand or crushed stone with particles smaller than 4.75mm. Generally accounts for 30% 35% of the mixture Water Cement Ratio 𝑊/𝐶 = 𝑊𝑎𝑡𝑒𝑟 (𝑚𝑙) 𝐶𝑒𝑚𝑒𝑛𝑡 (𝑔) Subsidiary of International Code Council (ICC) - does technical evaluations of building products, components, methods, and materials Specific Gravity 𝐺𝑠 = 𝑊 (𝑠𝑝𝑒𝑐𝑖𝑚𝑒𝑛) (𝐹𝑖𝑛𝑎𝑙 − 𝑖𝑛𝑖𝑡𝑖𝑎𝑙) 𝑟𝑒𝑎𝑑𝑖𝑛𝑔 Construction Material Testing (CMT) laboratories - These laboratories fulfill the requirements of ASTM Engineering Standards 𝐺𝑠 = ρ𝑚𝑎𝑡𝑒𝑟𝑖𝑎𝑙 ρ𝑤𝑎𝑡𝑒𝑟 Admixtures ● Chemical Admixtures - Materials added to alter the properties of concrete ● Mineral Admixtures - augmenting the strength and density of the finished concrete Compaction - removing the air from concrete Curing - keeping concrete damp for a period, to allow it to reach maximum strength Weather - Warmer weather will cause concrete to have a higher early strength Type of Cement - Different types of cement will affect concrete properties Slump test - used to measure the workability of concrete Compression Test - shows the best possible strength concrete can reach in perfect conditions Defects in Concrete Color Variation - Difference in color across the surface of concrete - Uneven or variable curing conditions - Applying a different brand or type of cement to the surface as ‘drier’ Crazing - network of fine cracks across the surface of concrete - minor surface shrinkage in rapid drying conditions Dusting - fine powder on the concrete surface which comes off on your fingers - Finishing before the bleed water has dried - Not curing properly, or the surface is drying too quickly - Concrete subject to severe abrasion or of too low a grade for the end use Rain Damage - surface has bits washed away or many small dents - Heavy rain while concrete is setting or rainwater being allowed to run across the concrete surface Spalling - slab edges and joints chip or break leaving an elongated cavity - heavy loads or impact with hard objects - Entry of hard objects into joints - Poor compaction of concrete at joints Efflorescence - white crystalline deposit sometimes found on the surface of concrete soon after it is finished - water with dissolved mineral salts collect on the concrete surface as water evaporates - Excess bleeding Honeycombing - too much coarse aggregate appears on the surface - Poor compaction, segregation during placing or paste leakage from forms Blistering - hollow, low profile bumps on the concrete surface filled with either air or bleed water - fresh concrete surface is sealed by troweling while trapping air or bleed water under the surface Hardwood - produced from broad leaf trees that lose their leaves in winter (deciduous) Softwood - produced from trees that do not lose their leaves (coniferous) - grow much quicker than the hardwood ones (cheaper and more available) Engineered Lumber ● Laminated Veneer Lumber (LVL) bonding together softwood veneers using waterproof adhesive ● Glued Laminated Lumber (Glulam) bonding several layers of wood together with strong adhesives ● Cross-Laminated Timber (CLT) gluing layers of solid lumber in a crosswise pattern ● I-Beams - with LVL or solid wood flanges and a plywood or OSB web; Commonly used for floor and roof joists Manufactured Board - made by gluing wood layers or wood fibers together Properties of Wood Anisotropic, Hygroscopic, Viscoelastic Moisture Content - freshly cut lumber can range from 30% to 200% Fiber Saturation Point - point at which the cell cavities are empty but the cell walls are full of water 𝑊𝑜𝑜𝑑 𝐷𝑒𝑛𝑠𝑖𝑡𝑦 (ρ) = 𝑂𝑣𝑒𝑛 𝐷𝑟𝑦 𝑀𝑎𝑠𝑠 𝑜𝑓 𝑊𝑜𝑜𝑑 𝑉𝑜𝑙𝑢𝑚𝑒 𝑜𝑓 𝑊𝑜𝑜𝑑 Deterioration - loss of the ability of a wood product to serve its intended purpose Defect - any irregularity or deviation from the qualities that make wood suitable for a particular purpose Polymer - Natural or Synthetic substance composed of Macromolecules with repeated monomers Ceramics - mixtures of clay, earthen elements, powders, and water and shaping them into desired forms Composites - include concrete, reinforced plastics, cement, steel– reinforced concrete, and composite wooden beams