steelDesign Civil EngineeringPleaseshow solutions:AW 310 x 118 section with a length of 8.0 m is used as a column. Determinethe safe axial load the column can carry using AISC specifications with Fy =345 MPa when:Properties of W 310 x 118A = 15000 mm²rx = 136 mmry = 77.6 mmA. column ends are fixedB. one end of the column is fixed; the other freeUse LRFDAnswers:A.] For Ag = 248.06X150001003720,9kw$en=0.90x3720.9= 3348.21 kWB.JPn= For Ag=40.72 x 15 000LOWPr= 0.90x610,81= 549.729 KN

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AW 310 x 118 section with a length of 8.0 m is used as a column. Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when: A. column ends are fixed B. one end of the column is fixed; the other free Use LRFD Answers: A.] FrAg = Properties of W 310 x 118 A = 15000 mm² rx = 136 mm ry = 77.6 mm = 248.06X15000 Tow 3720.8kw $en=0.90x3720.9 = 3348.21 KW B.Jen: For Ag 40.72 x 15 ano low PR=0.90x610.81 = 549.729kN

AW 310 x 118 section with a length of 8.0 m is used as a column. Determine the safe axial load the column can carry using AISC specifications with Fy= 345 MPa when: A. column ends are fixed B. one end of the column is fixed; the other free Use LRFD Answers: A.] FrAg = Properties of W 310 x 118 A = 15000 mm² rx = 136 mm ry = 77.6 mm = 248.06X15000 Tow 3720.8kw $en=0.90x3720.9 = 3348.21 KW B.Jen: For Ag 40.72 x 15 ano low PR=0.90x610.81 = 549.729kN

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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