PROBLEM: Consider the cross section shown. All structural steel is A36. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 248 MPa; Fu = 400 MPa DETERMINE THE FOLLOWING: 1. Determine the governing effective length and the governing slenderness ratio. 2. Determine the design capacity of the column. 3. Determine the maximum service live load that the column can support if the live load is twice the dead load. TO CL bf. 642 If- 99 tv 24 d= 2032 T.14.35 . 1831 y- O82 x MINOR AXIS MAJOR AXIS CONDITIONS OF LATERAL BRACINGS AND END SUPPORTS 0006 000

PROBLEM: Consider the cross section shown. All structural steel is A36. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 248 MPa; Fu = 400 MPa DETERMINE THE FOLLOWING: 1. Determine the governing effective length and the governing slenderness ratio. 2. Determine the design capacity of the column. 3. Determine the maximum service live load that the column can support if the live load is twice the dead load. TO CL bf. 642 If- 99 tv 24 d= 2032 T.14.35 . 1831 y- O82 x MINOR AXIS MAJOR AXIS CONDITIONS OF LATERAL BRACINGS AND END SUPPORTS 0006 000

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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