A plastic cylinder is held snugly between a rigid plate and a foundation by two steel bolts (see figure). Steel L bolt Data for the assembly are as follows-length L = 600 mm, pitch of the bolt threads p = 1.0 mm, modulus of elasticity for steel E, = 195 GPa, modulus of elasticity for the plastic E, = 2.6 GPa, cross-sectional area of one bolt A, = 36.0 mm2, and cross-sectional area of the plastic cylinder A, = 960 mm2. Determine the compressive stress o, in the plastic when the nuts on the steel bolts are tightened by one complete turn. (Enter the magnitude in MPa.) 16905.96 X MPa
A plastic cylinder is held snugly between a rigid plate and a foundation by two steel bolts (see figure). Steel L bolt Data for the assembly are as follows-length L = 600 mm, pitch of the bolt threads p = 1.0 mm, modulus of elasticity for steel E, = 195 GPa, modulus of elasticity for the plastic E, = 2.6 GPa, cross-sectional area of one bolt A, = 36.0 mm2, and cross-sectional area of the plastic cylinder A, = 960 mm2. Determine the compressive stress o, in the plastic when the nuts on the steel bolts are tightened by one complete turn. (Enter the magnitude in MPa.) 16905.96 X MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A plastic cylinder is held snugly between a rigid plate and a foundation by two steel bolts (see figure).
Steel
L
bolt
Data for the assembly are as follows-length L = 600 mm, pitch of the bolt threads p = 1.0 mm, modulus of elasticity for steel E.
= 960 mm2.
= 195 GPa, modulus of elasticity for the
plastic E, = 2.6 GPa, cross-sectional area of one bolt A.
= 36.0 mm2, and cross-sectional area of the plastic cylinder A.
Determine the compressive stress
in the plastic when the nuts on the steel bolts are tightened by one complete turn. (Enter the magnitude in MPa.)
16905.96
X MPa
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