P5.15 Determine the extension, due to its own weight, of the conical bar shown in Figure P5.15. The bar is made of aluminum alloy [E = 10,600 ksi and y= 0.100 lb/in.³]. The bar has a 2 in. radius at its upper end and a length of L = 20 ft. Assume the taper of the bar is slight enough for the assumption of a uniform axial stress distribution over a cross section to be valid. FIGURE P5.15 L X

Structural Analysis
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Chapter2: Loads On Structures
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P5.15 Determine the extension, due to its own weight, of
the conical bar shown in Figure P5.15. The bar is made of
aluminum alloy [E = 10,600 ksi and y= 0.100 lb/in.³].
The bar has a 2 in. radius at its upper end and a length of
L = 20 ft. Assume the taper of the bar is slight enough for
the assumption of a uniform axial stress distribution over
a cross section to be valid.
FIGURE P5.15
FIGURE P5.8
L
Transcribed Image Text:P5.15 Determine the extension, due to its own weight, of the conical bar shown in Figure P5.15. The bar is made of aluminum alloy [E = 10,600 ksi and y= 0.100 lb/in.³]. The bar has a 2 in. radius at its upper end and a length of L = 20 ft. Assume the taper of the bar is slight enough for the assumption of a uniform axial stress distribution over a cross section to be valid. FIGURE P5.15 FIGURE P5.8 L
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