102f10_HW09

102f10_HW09 - portion of its stress-strain diagram shown...

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Problem 5.15 :
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Problem 5.18 : (con’t)
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Problem H.02 : The A36 steel column is used to support the symmetric loads from two floors of an office building. Determine the loads P 1 and P 2 if A moves downward 0.12 in. and B moves downward 0.09 in. under the applied loading. The steel column has a cross-sectional area of 23.4 in 2 .
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Problem H.03 : The stepped bar shown below is composed of an unknown material which has an elastic
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Unformatted text preview: portion of its stress-strain diagram shown below. The original length (before the external loads are applied) of section BC is 1.5 m and its original diameter is 0.1 m. Neglect the effect of the collar in your analysis. Determine: (a) The normal stress in segment BC ( σ BC ). Clearly indicate whether the stress is tensile or compressive. (b) The change in length in section BC ( δ BC )....
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This note was uploaded on 02/02/2012 for the course ENES 102 taught by Professor Biegel during the Fall '07 term at Maryland.

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102f10_HW09 - portion of its stress-strain diagram shown...

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