A timber beam having a simple span of 6m carries a total load including its own weight of 15KN/m. It has a  width of 250 mm and a depth of 300mm. Used dressed dimension by reducing its dimension by 10mm. The  wooden section is made up of 80% Apitong. Fb = 16.5 MPa Ew = 7310 MPa Fv = 1.75Mpa a. Determine the maximum flexural stress of the beam. b. Determine the maximum shearing stress of the beam. c. Determine the maximum deflection of the beam.

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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.