I Part A: Given the lateral framing plan and loading scenario shown below and the $|$ corresponding free$-$body diagram, determine the active chord forces. $($HINT: $|$ Recall that the maximum bending moment in a cantilever beam is equal to the moment reaction at the support.$)(5000$ lb$)$

LUMN

ACE

AM

$|$ PART B: If the same $100$ plf wind blows in the other direction $($left$/$right$),$ I and the diaphragm capacity is $100$ plf$,$ are drag struts required? Yes or No $|($NOTE: All work is required. Assume the columns are equally spaced.$)(40||$ plf$)$