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1 m 30 mm B 4- Determine the maximum allowable load P that can be applied to member BC without causing member AB to buckle. Assume that AB is made of steel and is pinned at its ends for x-x axis buckling and fixed at its ends for y-y axis buckling. Use a factor of safety with respect to buckling of F.S. = 3. Est = 200 GPa, dy = 360 MPa. (F.S. = (Maximum 20 mm load with no failure)/(Applied load)) 2m

1 m 30 mm B 4- Determine the maximum allowable load P that can be applied to member BC without causing member AB to buckle. Assume that AB is made of steel and is pinned at its ends for x-x axis buckling and fixed at its ends for y-y axis buckling. Use a factor of safety with respect to buckling of F.S. = 3. Est = 200 GPa, dy = 360 MPa. (F.S. = (Maximum 20 mm load with no failure)/(Applied load)) 2m

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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-1 m- 30 mm B 4- Determine the maximum allowable load P that can be applied to member BC without causing member AB to buckle. Assume that AB is made of steel and is pinned at its ends for x-x axis buckling and fixed at its ends for y-y axis buckling. Use a factor of safety with respect to buckling of F.S. 3. Est = 200 GPa, dy = 360 MPa. (F.S. = (Maximum 20 mm load with no failure)/(Applied load)) 2m -30 mm
Transcribed Image Text:-1 m- 30 mm B 4- Determine the maximum allowable load P that can be applied to member BC without causing member AB to buckle. Assume that AB is made of steel and is pinned at its ends for x-x axis buckling and fixed at its ends for y-y axis buckling. Use a factor of safety with respect to buckling of F.S. 3. Est = 200 GPa, dy = 360 MPa. (F.S. = (Maximum 20 mm load with no failure)/(Applied load)) 2m -30 mm
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