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Ex:-For the Top view of shab bridge shownj under the HS-20 AASH To Loading and EPf ectiv Span 32m where S=2m and S=4m (use: fé=30MPA and fy = 420Mpa); den=ts-25 yasphlt surfucing=5cmFind 1-Thickness slab. 2-As)main veiforcement dnd As)pstribution Yenforcement.

Ex:-For the Top view of shab bridge shownj under the HS-20 AASH To Loading and EPf ectiv Span 32m where S=2m and S=4m (use: fé=30MPA and fy = 420Mpa); den=ts-25 yasphlt surfucing=5cmFind 1-Thickness slab. 2-As)main veiforcement dnd As)pstribution Yenforcement.

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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Ex:- For the Top view of skb bridge shown ; under the HS-20 AASH To Loading and EPP ectiv Span 32m where S=2m and S= 4m (use: PC= 30MPa and fy = 420Mpa); de=t,-25 yasphlt surfacing=5cm Findk 1-Thickness slab. 2-As)main veiforcement %3! dnd As)Dstribution Yenforcement - Traffie Girder Floor bean
Transcribed Image Text:Ex:- For the Top view of skb bridge shown ; under the HS-20 AASH To Loading and EPP ectiv Span 32m where S=2m and S= 4m (use: PC= 30MPa and fy = 420Mpa); de=t,-25 yasphlt surfacing=5cm Findk 1-Thickness slab. 2-As)main veiforcement %3! dnd As)Dstribution Yenforcement - Traffie Girder Floor bean
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