2. The floor system shown below is subjected to a uniformly distributed load of 20 psf. Sketch the tributary areas for (a) Typical Interior beam, (b) Girder C2-D2, (c) Girder C1-D1, (d) Column B2. Also, determine the: (a) Distributed load on the typical interior beam, (b) Concentrated loads on girder C2-D2, (c) Concentrated loads on girder C1-D1, (d) Axial loads on column B2. Just use the given load of 20 psf on the flooring system, no need to refer to dead and live loads separately. (3 5 @ 10' = 50' 5 @ 10' = 50' 5 @ 10' = 50' ** 30' 30' 30' Beams Girders

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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.