MECHANICS OF MTRLS(LL)-W/ACCESS>CUSTOM<
7th Edition
ISBN: 9781259713156
Author: BEER
Publisher: MCG CUSTOM
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Chapter 10.2, Problem 43P
A 3.5-m-long steel tube having the cross section and properties shown is used as a column. For the grade of steel used σY = 250 MPa and E = 200 GPa. Knowing that a factor of safety of 2.6 with respect to permanent deformation is required, determine the allowable load P when the eccentricity e is (a) 15 mm, (b) 7.5 mm. (Hint: Since the factor of safety must be applied to the load P, not to the stress, use Fig. 10.24 to determine PY).
Fig. P10.43
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Chapter 10 Solutions
MECHANICS OF MTRLS(LL)-W/ACCESS>CUSTOM<
Ch. 10.1 - Knowing that the spring at A is of constant k and...Ch. 10.1 - Two rigid bars AC and BC are connected by a pin at...Ch. 10.1 - 10.3 and 10.4 Two rigid bars AC and BC are...Ch. 10.1 - 10.3 and 10.4 Two rigid bars AC and BC are...Ch. 10.1 - The steel rod BC is attached to the rigid bar AB...Ch. 10.1 - The rigid rod AB is attached to a hinge at A and...Ch. 10.1 - The rigid bar AD is attached to two springs of...Ch. 10.1 - A frame consists of four L-shaped members...Ch. 10.1 - Determine the critical load of a pin-ended steel...Ch. 10.1 - Determine the critical load of a pin-ended wooden...
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Column buckling; Author: Amber Book;https://www.youtube.com/watch?v=AvvaCi_Nn94;License: Standard Youtube License