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Situation #a A concrete co lumn has a diameter 4 300 mm. The Co lumn has G 8teel reinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I15om lorg ard has a load 17 1,370 kn applied to a igid steel plate af the top the column. (The plati distributes the load evenly over the top 4 the co tumn) E, J00 GPa ard Ec=arG Pa Find the sfress in the steel ard in the concrete ard the deformation urder the load.

Situation #a A concrete co lumn has a diameter 4 300 mm. The Co lumn has G 8teel reinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I15om lorg ard has a load 17 1,370 kn applied to a igid steel plate af the top the column. (The plati distributes the load evenly over the top 4 the co tumn) E, J00 GPa ard Ec=arG Pa Find the sfress in the steel ard in the concrete ard the deformation urder the load.

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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Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
Transcribed Image Text:Situation #2 A concrete co lumn has a diameter 4 300 mm. The column has 6 6teel rinforcing bars. Each renforcing bar has a crocs-sectiomal area 4 J0o mm2. The column is I150m lorg and has a load 17 1,370 kn applied to a igid steel plati af the top y the column. The plati distributes the load evenly over the 4 the co lumn.) tumn) top E,- 300 GPa ard Ec=arGPa Find the sfress in the &feel ard in the concrete ard the defomation urder the load.
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