There is reinforced concrete beam section given as a representative in the figure. It will be assumed that the concrete does not carry tensile stress. The modulus of elasticity of the steel is 200000 MPa. Section width is 400 mm. a) Find the neutral axis(x) of the section. b) Calculate the maximum normal stresses in concrete and steel. (concrete class and modulus of elasticity 30000 MPa, bending moment 80 kNm, reinforcement diameter 18 mm, number of reinforcement 5, d=750 mm.)

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Design criteria for structural loading

The different loads such as loads due to self-weight (dead load) and external loads such as live load, wind loads, seismic load, snow load, and other loads and load combinations that influence the design of a building are called structural loading. The nature of the applied load differs from changes in the location, design, and type of materials used. The design criteria require that structures must be designed and constructed to be able to withstand all load types that are expected to act upon the structure and render its usage for the designated purpose. The structural members such as beams, slabs, columns, and foundations help the structure to withstand the applied load. There are different institutes such as ASCE and ACI that provide building design codes to assure minimum safety requirements and quality of the structures.