etermine the ultimate load distribution acting on all beams and girders in the given floor framing below ssume that the supports are simply supported. Compute for the reactions and loads in each beam. Assume nit weight of concrete to be 23.6 kN/m³. Always simplify your load distributions (distributed loads acting or ne same points/locations should be added up). onolithic Floor 3m 2m 2.5m All concrete slabs, t 100 mm All concrete beams, b 250 mm ; h = 500 mm All concrete columns, 300 mm x 300mm uperimposed Loads Floor Finish: C D Ceramic tile 2 inch mortar 5m Ceiling: Wood furring Gypsum board 4 inch thick Mechanical Duct Allowance (MDA) G Frame Partition: Wood, studs with gypsum board h=2.8m

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A: Approach to solving the question: Detailed explanation: Examples: Key references:

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A: We will solve this question in step no. 2

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Applications of Concrete Framing Systems

A concrete frame is a structure formed by the interconnection of beams and columns to form a structural network. In simple terms, it is the basic skeletal structure of a building or any construction. The concrete framing structure is built on a concrete foundation that forms the base of the entire structure. The concrete frame system is built to support floors, roofs, walls, beams, rafters, joists, etc.