VERSIPROBLEM: Consider the cross section shown. All structural steel is A992. Use LRFD and ASDmethod and NSCP(AISC) specifications. For A992 steel; Fy = 345 MPa; Fu = 448 MPa1. Determine the governing effective length2. Determine the minor and major axisDETERMINE THE FOLLOWING:3. Determine the governing slenderness ratio.4. Determine the design capacity of the column using ASD method. -2-C8x18.75C8x 18.75= 3,555 mm?bf = 64.2 mMtf = 9.9 mmtw = 12.4 mmd = 203.2 mm* = 14.35 mmIx = 18.31 x 10 mm= 0.82 x10° mmMINOR AXISMA JOR AXISCONDITIONS OF LATERAL BRACINGSAND END SUPPORTSly:0006000S0007

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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

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.8.3P

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