1. Design 235mm interior slab with 75mm thk asphalt overlay of a 21m RCDG Bridge with 2.45m Girder to Girder Spacing using the minimum compressive strength and steel yield strength as per AASHTO. Consider both Impact Factor of 1.33 and 1.75 Use the pedestrian with bikes for live load as per AASHTO. For unit weight use the ff: Reinforced Concrete – 24kN/m^3 Steel – 77kN/m^3 Wearing Surface – 22kN^3 For Main Bars use 16mm and 12mm for Distribution and Temperature Bars
1. Design 235mm interior slab with 75mm thk asphalt overlay of a 21m RCDG Bridge with 2.45m Girder to Girder Spacing using the minimum compressive strength and steel yield strength as per AASHTO. Consider both Impact Factor of 1.33 and 1.75 Use the pedestrian with bikes for live load as per AASHTO. For unit weight use the ff: Reinforced Concrete – 24kN/m^3 Steel – 77kN/m^3 Wearing Surface – 22kN^3 For Main Bars use 16mm and 12mm for Distribution and Temperature Bars
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1. Design 235mm interior slab with 75mm thk asphalt overlay of a 21m RCDG Bridge with 2.45m Girder
to Girder Spacing using the minimum compressive strength and steel yield strength as per AASHTO.
Consider both Impact Factor of 1.33 and 1.75
Use the pedestrian with bikes for live load as per AASHTO.
For unit weight use the ff:
Reinforced Concrete – 24kN/m^3
Steel – 77kN/m^3
Wearing Surface – 22kN^3
For Main Bars use 16mm and 12mm for Distribution and Temperature Bars
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