Design the transversely reinforced concrete deck slab depicted in the cross section detail below for a bridge with two traffic lanes and a specified bridge loading of HS20-44. Concrete strength f_r' = 4.5 ksi. Grade 60 reinforcement f_y = 60 ksi. Account for a future wearing surface of 25 psf and assume stringers are W36x150. Deck has an integrated wearing surface.
Design the transversely reinforced concrete deck slab depicted in the cross section detail below for a bridge with two traffic lanes and a specified bridge loading of HS20-44. Concrete strength f_r' = 4.5 ksi. Grade 60 reinforcement f_y = 60 ksi. Account for a future wearing surface of 25 psf and assume stringers are W36x150. Deck has an integrated wearing surface.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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P Design the transversely reinforced concrete deck slab depicted in the cross section detail below for a bridge with two traffic lanes and a specified bridge loading of HS20-44. Concrete strength f_r' = 4.5 ksi. Grade 60 reinforcement f_y = 60 ksi. Account for a future wearing surface of 25 psf and assume stringers are W36x150. Deck has an integrated wearing surface.
Transcribed Image Text:3¹-3%"
8" REINFORCED
CONCRETE SLAB
8'-0"
8'-0"
1/4" PER FT.
4'-0"
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