Rolling Shear, Bending, and Deflection: A horizontal $4$x$8-$ft panel is loaded

with $95$ psf$,$ permanent duration load. The supports $(2-$inch nominal$)$ for the

panel are at $32-$inch c$/$c$,$ perpendicular to the face grain direction. The panel

is $(1)/(2)-$inch, Structural II Exp. $1,32/16.$ MC ~ $10\%.$ Compute:

$$ Actual Rolling Shear $($span$=32$ in the $3-$span equation$)$ and compare

to the allowable rolling$-$shear stress.

$$ Actual Bending Stress, and compare to the allowable bending stress.

$$ Actual Deflection, and compare to the deflection limit for total load of

L$/180$ of the spanRolling Shear, Bending, and Deflection: A horizontal $48-ft$ panel is loaded

with $95psf,$ permanent duration load. The supports $(2-$inch nominal$)$ for the

panel are at $32-$inch c$/$c$,$ perpendicular to the face grain direction. The panel

is $\frac{1}{2}-$inch, Structural II Exp. $1,\frac{32}{16}.$ MC $10\%.$ Compute:

Actual Rolling Shear $($span$=32"$ in the $3-$span equation$)$ and compare

to the allowable rolling$-$shear stress.

Actual Bending Stress, and compare to the allowable bending stress.

Actual Deflection, and compare to the deflection limit for total load of

$\frac{L}{180}$ of the span.

Please show calculations either hand written or typed, but not code.