Question #$1$

n the presented floor plan, the FACTORED LOAD is $10\mathrm{.}00$kPa

Using Tributary Area Principles $,$ for "Factored Load" $,$ show Load Pattern, Calculate REACTIONs

for: $,$ Beam #$1$

Beam #$2$

Beam #$3$

Beam #$5$

Girder #G$1$

You do not have to calculate M$\_$f$\_$max.

Show all values of factored loads and show dimensions on folowing page $(2),$ which is one that will be marked.