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Determine the dead weight of the reinforced concrete T-beam bridge interior beam using Figure 26 and the bridge data given: Span length Minimum yield strength of steel 0.03 ksf , Barrier (curbs and parapets) load = o.505 klf 50 ft, Beam spacing= 10 ft, Concrete strength = 4.5 ksi, = 60 ksi, Future wearing surface load= %3D

Determine the dead weight of the reinforced concrete T-beam bridge interior beam using Figure 26 and the bridge data given: Span length Minimum yield strength of steel 0.03 ksf , Barrier (curbs and parapets) load = o.505 klf 50 ft, Beam spacing= 10 ft, Concrete strength = 4.5 ksi, = 60 ksi, Future wearing surface load= %3D

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the dead weight of the reinforced concrete T-beam bridge interior beam using Figure 26 and the bridge data given: Span length Minimum yield strength of steel 0.03 ksf , Barrier (curbs and parapets) load = o.505 klf 50 ft, Beam spacing= 10 ft, Concrete strength = 4.5 ksi, 60 ksi, Future wearing surface load= 1 ft 9 in 1 ft 9 in 120 in Roadway 44 ft 6 in Curb and parapet 4, = 9 in 2 ft 8 in 4@6,5" 35 4 ft 12 # 11 bars LA, = 18.75 in) 10 ft 10 ft 10 ft S= 10 ft 4 ft 24 ft 24 ft b, 18 Figure 26 Bridge cross section for H.W4
Transcribed Image Text:Determine the dead weight of the reinforced concrete T-beam bridge interior beam using Figure 26 and the bridge data given: Span length Minimum yield strength of steel 0.03 ksf , Barrier (curbs and parapets) load = o.505 klf 50 ft, Beam spacing= 10 ft, Concrete strength = 4.5 ksi, 60 ksi, Future wearing surface load= 1 ft 9 in 1 ft 9 in 120 in Roadway 44 ft 6 in Curb and parapet 4, = 9 in 2 ft 8 in 4@6,5" 35 4 ft 12 # 11 bars LA, = 18.75 in) 10 ft 10 ft 10 ft S= 10 ft 4 ft 24 ft 24 ft b, 18 Figure 26 Bridge cross section for H.W4
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