Situation #a A concrete co lumn has a diameter 4 300mm. The Column has 6 6teel rinforcing bars. Each reiforcing bar has a Crocs-sectional area 4 J0o mm2.The column is I15om lorg ard has a load 14 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 cotumn) E,> J00 GPa ard Eç= a5G Pa Find the sfress in the 8teel ard in the concrete ard the deformation urder the load.
Situation #a A concrete co lumn has a diameter 4 300mm. The Column has 6 6teel rinforcing bars. Each reiforcing bar has a Crocs-sectional area 4 J0o mm2.The column is I15om lorg ard has a load 14 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 cotumn) E,> J00 GPa ard Eç= a5G Pa Find the sfress in the 8teel ard in the concrete ard the deformation urder the load.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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