The concrete post in the figure is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area 900 mm?. Compute the stress in each material when the 1000-kN axial load is applied. The moduli of elasticity are 200 GPa for steel and 14 GPa for concrete. |1000 kN Bearing plate Steel Concrete 300 mm 300 mm Section a-a The stress in concrete = MPa (use up to 4 significant figures). The stress in steel - MPa (use up to 4 significant figures).

Structural Analysis
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Chapter2: Loads On Structures
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The concrete post in the figure is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area 900 mm?.
Compute the stress in each material when the 1000-kN axial load is applied. The moduli of elasticity are 200 GPa for steel and 14
GPa for concrete.
Bearing
| 1000 kN
plate
Steel
Concrete
300 mm
300 mm
Section a-a
The stress in concrete =
MPa (use up to 4 significant figures).
The stress in steel =
MPa (use up to 4 significant figures).
Transcribed Image Text:The concrete post in the figure is reinforced axially with four symmetrically placed steel bars, each of cross-sectional area 900 mm?. Compute the stress in each material when the 1000-kN axial load is applied. The moduli of elasticity are 200 GPa for steel and 14 GPa for concrete. Bearing | 1000 kN plate Steel Concrete 300 mm 300 mm Section a-a The stress in concrete = MPa (use up to 4 significant figures). The stress in steel = MPa (use up to 4 significant figures).
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