Part $2$: Consider the truss shown below. All connections are pinned $($f e$,$ free to rotate$)$

See q

Page $3$ of $5$

CE $371-$ Structural Engineering I

Mark D$.$ Denavit $-$ Spring $2024$

University of Tennessee, Knoxville

Homework $3$

Asigned: $\frac{1}{29}\frac{?}{2024}$

Due: $\frac{2}{2}\frac{?}{2024}$

Determine the required moment strength for member BG using LRFD load combinations. Note that the maximum moment will occur at mid span of the member. Use "Method $2$ Do analysis then factor resultants"

The moment at mid span due to dead load i

kip$-$ft

The moment at mid span due to live load is kip$-$ft

The moment at mid span due to wind lad is kip$-$ft

The required moment streenth is $M_4=$

$p-ft$

The controlling load combination is $-$