3- Long column braced against side movement means Non-sway frame : а- Yes b- No 4- What is the radius of gyration : a- 0.3 x dimension of column b- 0.6 x dimension of column c- 1.2 x dimension of column 5- What is the Max. value of the effective length factor K for non-sway frame: а- 1.0 b- 10.0 с- 2.0 6-Slenderness effect shall be neglected for column not braced against side sway if: a)(k. L, /r ) is more than 22 b)[k. L, /A, ] is less than 22 c) Non of the above 7-For column braced against side sway, then slenderness effect can neglect if : a)k L, /r is less [34+12 (M,/M,) b) k.L/r is less than 40 8-The effective length factor for column is depending on (E. . I/ L) of the beams and columns connecting to the case study : a) Yes b)No 9-The effective length factor (k) is related to the side movement of the frame : a)Yes b)No 10-Radius of gyration (r) is equal to ( I, /A,)05 : a)No b)Yes 11-Second moment of inertia for column can be represented by: a)0.71, b)0.51, c)0.91,
3- Long column braced against side movement means Non-sway frame : а- Yes b- No 4- What is the radius of gyration : a- 0.3 x dimension of column b- 0.6 x dimension of column c- 1.2 x dimension of column 5- What is the Max. value of the effective length factor K for non-sway frame: а- 1.0 b- 10.0 с- 2.0 6-Slenderness effect shall be neglected for column not braced against side sway if: a)(k. L, /r ) is more than 22 b)[k. L, /A, ] is less than 22 c) Non of the above 7-For column braced against side sway, then slenderness effect can neglect if : a)k L, /r is less [34+12 (M,/M,) b) k.L/r is less than 40 8-The effective length factor for column is depending on (E. . I/ L) of the beams and columns connecting to the case study : a) Yes b)No 9-The effective length factor (k) is related to the side movement of the frame : a)Yes b)No 10-Radius of gyration (r) is equal to ( I, /A,)05 : a)No b)Yes 11-Second moment of inertia for column can be represented by: a)0.71, b)0.51, c)0.91,
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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