Situation: A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are 100mm and 200mm. The mode of failure of the compression member. a. Buckling b. Yielding c. Rupture d. Block Shear The mode of failure of the compression member both ends are fixed. a. b. Buckling Yielding c. Rupture d. Block Shear Determine the allowable load if both ends are pinned using a factor of safety of 2.5. a. 1564.63 kN b. 1462.16 kN 1526.63 N

Situation: A 3m long A36 Steel column is pinned at top and bottom. Assume E=200,000 MPa and its dimensions are 100mm and 200mm. The mode of failure of the compression member. a. Buckling b. Yielding c. Rupture d. Block Shear The mode of failure of the compression member both ends are fixed. a. b. Buckling Yielding c. Rupture d. Block Shear Determine the allowable load if both ends are pinned using a factor of safety of 2.5. a. 1564.63 kN b. 1462.16 kN 1526.63 N

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.8P

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