Verify the adequacy of W18x50 beam with a simple span of 10.00m Due to architectural limitations, the beam depth shall be maximum of 450mm. Nominal loads are uniform dead load of 6.50 KN/m and a uniform live load of 10. 90KN/m. Limit the live load deflection to L/360. Assume the beam is braced at midspan. Fy=145 MPa; Fu=448 MPa

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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.