Homework # $|$A$-$Design Loads $(554=20$ points$)$

Use ASCE $7-16$ Code

Given:

Roof framing plan and details are shown on the

sketches.

Roof Dead Load, DL Roof $=18$ psf

Determine:

Design Loads on Ridge Beam $($RB$-1)$:

Roof Live Load $(L_0)(4$ points$)$

Reduced Roof Live Load $(L_r)$ in psf $(4$ points$)$

Draw RB$-1$ loading diagram: show appropriate

support conditions, span length and loading

$(4$ points$)$

Determine value of W DL in plf $(4$ points$)$

Determine value of W LL in plf $(4$ points$)$

Can you please provide full solution and Use ASCE Code $7-16$

I WILL UPVOTE