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A 12 ft wooden rectangle column has the deinmensions shown. Determine the critical load if the ends are assumed to be a pin pin connection. Assume yielding does not occur. E=1.730 ks b=4in 8 in a Determine the Moment of Inertia about the weak axis of the column 42.7 in 4 (Answer to 3 sig digs) Deterimine the critical load of the column P= Number kips (Answer to 3 sig digs) 12 ft "b" in

A 12 ft wooden rectangle column has the deinmensions shown. Determine the critical load if the ends are assumed to be a pin pin connection. Assume yielding does not occur. E=1.730 ks b=4in 8 in a Determine the Moment of Inertia about the weak axis of the column 42.7 in 4 (Answer to 3 sig digs) Deterimine the critical load of the column P= Number kips (Answer to 3 sig digs) 12 ft "b" in

Structural Analysis
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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A 12 ft wooden rectangle column has the deinmensions shown. Determine the critical load if the ends are assumed to be a pin pin connection. Assume yielding does not occur. E=1.730 ks b=4 in h=8 in a Determine the Moment of Inertia about the weak axis of the column kas = 42.7 in 4 (Answer to 3 sig digs) b Deterimine the critical load of the column P= Number kips (Answer to 3 sig digs) 12 ft in I "b" in
Transcribed Image Text:A 12 ft wooden rectangle column has the deinmensions shown. Determine the critical load if the ends are assumed to be a pin pin connection. Assume yielding does not occur. E=1.730 ks b=4 in h=8 in a Determine the Moment of Inertia about the weak axis of the column kas = 42.7 in 4 (Answer to 3 sig digs) b Deterimine the critical load of the column P= Number kips (Answer to 3 sig digs) 12 ft in I "b" in
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