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.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter9: Composite Construction
Section: Chapter Questions
Problem 9.1.2P
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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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