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3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed-area method 36kN/m (including beam weight) 8 m n=9 4 #36 300 mm 420 mm 500 mm 80 mm

3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed-area method 36kN/m (including beam weight) 8 m n=9 4 #36 300 mm 420 mm 500 mm 80 mm

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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3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed-area method 36kN/m (including beam weight) 8 m n=9 4 #36 300 mm 420 mm 500 mm 80 mm
Transcribed Image Text:3. Compute the flexural stresses in the concrete and steel for the beams shown using the transformed-area method 36kN/m (including beam weight) 8 m n=9 4 #36 300 mm 420 mm 500 mm 80 mm
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