Skew angle $({}_{\text{s}\text{k}\text{e}\text{w}})$ is technically

defined as the angle between a

line normal to the centerline of

the bridge and the centerline of

the support $($abutment in this

case$).$

SPANS AND DECK THICKNESSES CONFORM TO THE 'AASHTO LRFD

BRIDGE DESIGN SPECIFICATIONS N$.$NTH EDITION' ADOPTED BY

THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALS, $2020,$ AND THE OHIO BRIOGE

DESIGN MANUAL, $2020,$

Span $=$

Distance to Truck COG

$=$

Bridge skew $=$

Deck Width $=$

Loaded Truck Weight $=66k$

$30ft$

$9\mathrm{.}0ft$

$10$ degrees

$20ft$

For the left end span of the bridge deck pictured above, what is the support reaction

of the deck at the abutment in kips?

Report at least $4$ sig figs, don't report units.