PROBLEM $5($TOPIC $14-$ LOAD TRANSFER$)$

This problem is similar to the Case Study Example on the topic sheet.

One$-$way systems, such as that shown, have floors spanning perpendicular to their supporting beams.

The total live and dead load of the roof structure in this problem is $200$ PSF

Clearly draw and dimension the load tributary area of BEAM $4$ directly on the framing plan above. $(10$ pt$)$

Clearly draw and dimension the free$-$body diagram of BEAM $4$ calculating and explicitly stating the uniformly distributed load $($udl$)$ along its length and its two end reactions $($R$1$ and R$2),$ using correct units in your answer. $($ pt$)$