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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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