Comparison between BS8110 and Eurocode BS EN1992 in the Bending and Deflection of Reinforced Concrete Slabs

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Comparison between BS8110 and Eurocode BS EN1992 in the Bending and Deflection of Reinforced Concrete Slabs

Category: Civil engineering

Subcategory: Construction

Level: Masters

Pages: 8

Words: 2200

BENDING AND DEFLECTION OF REINFORCED CONCRETE SLABS By Name Course Instructor Institution Location Date Introduction The deflection of beams in structural applications is a physical phenomenon that depends on several factors such as the span, thickness and the loading characteristics of the beam. The load carrying capacity of slab depends on the load applied to the beam and the beam characteristics (Al-Sunna, 2012). The load causes bending stress within the power-transmitting member that varies from zero (0) at the center of the slab to a maximum at the surface of the slab. The slab will fail as a result of bending stress if it is not properly designed. The bending test can be used to investigate several shearing properties of the specimen. Some of these properties are the proportional limit, yield strength in span, the thickness of the beam resilience and stiffen (Bednář, 2013). The marine engines generate high loads to propel the vessel through the water. The marine slabs are therefore made of a material that can resist high loads. The slab should also be able to be resistant to corrosion and also high bending strength too. The best material to slab us thus stainless steel of high bending strength (Choo, 2014). Most of the structural components are tested for their tensile and torsional strengths to ensure that they are safe for the structural components. For the testing of the slab components, the specimen is subjected to bending test as well as bending test. The modes of the failure of the components…

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