2 The 600 KN load is horizontal when it is first applied to the columns. After some time, the 600 KN load is still horizontal after deformation took place for all the columns. If the diam- eter of all the columns is 50 mm. Modulus of elasticity of steel is 200 GPa and modulus of elasticity of bronze is 100 GPa. Compute the strain of each bronze column. Bronze • 600 KN Steel Bronze 1.00 m 0.25 m

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Chapter9: Composite Construction
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Problem 9.2.1P: A W1422 acts compositely with a 4-inch-thick floor slab whose effective width b is 90 inches. The...
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2
The 600 KN load is horizontal when it
is first applied to the columns. After
some time, the 600 KN load is still
horizontal after deformation took
place for all the columns. If the diam-
eter of all the columns is 50
mm. Modulus of elasticity of steel is
200 GPa and modulus of elasticity of
bronze is 100 GPa. Compute the
strain of each bronze column.
Bronze
.600 KN
Steel
Bronze
1.00 m
0.25 m
Transcribed Image Text:2 The 600 KN load is horizontal when it is first applied to the columns. After some time, the 600 KN load is still horizontal after deformation took place for all the columns. If the diam- eter of all the columns is 50 mm. Modulus of elasticity of steel is 200 GPa and modulus of elasticity of bronze is 100 GPa. Compute the strain of each bronze column. Bronze .600 KN Steel Bronze 1.00 m 0.25 m
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