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ASEP exists in the advancement of structural engineering in the Philippines as well as upholding ethical values in the promotion of national and international professional collaboration with governments, industry and the academe. [4] The organization specifically lobbies on legislation of the Philippines [5] in the national and local levels.
A number of units of measurement were used in the Philippines to measure various quantities including mass, area, and capacity. The metric system has been compulsory in the country since 1860, during the late Spanish colonial period. [1] A mixture of Spanish units and indigenous units were used alongside American units in the 1900s.
The method was developed by Henri Marcus and described in 1938 in Die Theorie elastischer Gewebe und ihre Anwendung auf die Berechnung biegsamer Platten. [1] The method adapts the strip method and is based on an elastic analysis of torsionally restrained two-way rectangular slabs with a uniformly distributed load.
A concrete slab is a common structural element of modern buildings, consisting of a flat, horizontal surface made of cast concrete. Steel-reinforced slabs, typically between 100 and 500 mm thick, are most often used to construct floors and ceilings, while thinner mud slabs may be used for exterior paving (see below). [1] [2]
A reinforced concrete column is a structural member designed to carry compressive loads, composed of concrete with an embedded steel frame to provide reinforcement. For design purposes, the columns are separated into two categories: short columns and slender columns.
Concrete cover, in reinforced concrete, is the least distance between the surface of embedded reinforcement and the outer surface of the concrete (ACI 130). The concrete cover depth can be measured with a cover meter. The purpose of concrete cover is to protect the reinforcement from corrosion, fire, and other potential damage.
A precast concrete walled house under construction An example of low-quality precast concrete with exposed dowels, connectors, indications of cracks, and malformations, even during its installation, Barangay Lantic, Carmona, Cavite, Philippines Interior view of the walls, supports, and roof of a precast commercial shop in Williston, North Dakota, US.
In general, arch dams are classified based on the ratio of the base thickness to the structural height (b/h) as: [1] Thin, for b/h less than 0.2, Medium-thick, for b/h between 0.2 and 0.3, and; Thick, for b/h ratio over 0.3. Arch dams classified with respect to their structural height are: [1] Low dams up to 100 feet (30 m),