An angle bar having a long legs of 160 mm, short legs of 120 mm and thickness of 40 mm is used a column. Situation 4: 10. Determine the minimum moment of inertia. a. b. 6.4 x 106 mm4 25.6 x 10° mm4 21.76 x 106 mmt с. 10.24 x 106 mm d. 11. Find the maximum moment of inertia. 6.4 x 10 mm 25.6 x 106 mm4 a. 21.76 x 106 mm4 с. b. 10.24 x 106 mm4 d. Compute the maximum product of inertia. a. b. 12. - 222.82 x 106 mm4 - 7.68 x 106 mm4 с. - 2.13 x 106 mm d. - 9.6 x 106 mm4 Solve the critical slenderness ratio if it is pin at the top and fixed at the bottom. Assume length of the angle bar as 5 meters. 13. а. 96.82 с. 135.55 b. 67.78 d. 48.41
An angle bar having a long legs of 160 mm, short legs of 120 mm and thickness of 40 mm is used a column. Situation 4: 10. Determine the minimum moment of inertia. a. b. 6.4 x 106 mm4 25.6 x 10° mm4 21.76 x 106 mmt с. 10.24 x 106 mm d. 11. Find the maximum moment of inertia. 6.4 x 10 mm 25.6 x 106 mm4 a. 21.76 x 106 mm4 с. b. 10.24 x 106 mm4 d. Compute the maximum product of inertia. a. b. 12. - 222.82 x 106 mm4 - 7.68 x 106 mm4 с. - 2.13 x 106 mm d. - 9.6 x 106 mm4 Solve the critical slenderness ratio if it is pin at the top and fixed at the bottom. Assume length of the angle bar as 5 meters. 13. а. 96.82 с. 135.55 b. 67.78 d. 48.41
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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