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PROBLEM: Consider the cross section shown. All structural steel is A992. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 345 MPa; Fu = 448 MPa DETERMINE THE FOLLOWING: 1. Determine the governing effective length 2. Determine the minor and major axis 3. Determine the governing slenderness ratio. 4. Determine the design capacity of the column using ASD method. VERSI

PROBLEM: Consider the cross section shown. All structural steel is A992. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 345 MPa; Fu = 448 MPa DETERMINE THE FOLLOWING: 1. Determine the governing effective length 2. Determine the minor and major axis 3. Determine the governing slenderness ratio. 4. Determine the design capacity of the column using ASD method. VERSI

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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VERSI PROBLEM: Consider the cross section shown. All structural steel is A992. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 345 MPa; Fu = 448 MPa 1. Determine the governing effective length 2. Determine the minor and major axis DETERMINE THE FOLLOWING: 3. Determine the governing slenderness ratio. 4. Determine the design capacity of the column using ASD method.
Transcribed Image Text:VERSI PROBLEM: Consider the cross section shown. All structural steel is A992. Use LRFD and ASD method and NSCP(AISC) specifications. For A992 steel; Fy = 345 MPa; Fu = 448 MPa 1. Determine the governing effective length 2. Determine the minor and major axis DETERMINE THE FOLLOWING: 3. Determine the governing slenderness ratio. 4. Determine the design capacity of the column using ASD method.
-2-C8x18.75 C8x 18.75 = 3,555 mm? bf = 64.2 mM tf = 9.9 mm tw = 12.4 mm d = 203.2 mm * = 14.35 mm Ix = 18.31 x 10 mm = 0.82 x10° mm MINOR AXIS MA JOR AXIS CONDITIONS OF LATERAL BRACINGS AND END SUPPORTS ly: 0006 000S 0007
Transcribed Image Text:-2-C8x18.75 C8x 18.75 = 3,555 mm? bf = 64.2 mM tf = 9.9 mm tw = 12.4 mm d = 203.2 mm * = 14.35 mm Ix = 18.31 x 10 mm = 0.82 x10° mm MINOR AXIS MA JOR AXIS CONDITIONS OF LATERAL BRACINGS AND END SUPPORTS ly: 0006 000S 0007
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