Question: How would I be able to tackle this problem? Design the typical beam and girder for high - rent office building assuming non - composite

How would I be able to tackle this problem? Design the typical beam and girder for "high-rent" office building assuming non-composite beam design.
Use the load given for a typical steel building and a live load Lo =80 psf. The deflection limits are shown
below. What Camber is recommended for the beam and girder?
How would I be able to tackle this problem?

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