The tension member shown is an angle L150 x 90 x 10.The bolts are 20 mm . If A36 steel, with F= 250 MPa and F= 400 MPa, is used, is the member y adequate for a service DL= 150KN and a service LL= 150 KN? Use ASD. 175mem 125mm50mm50mm125 mm20mmø bolts125m60mmS0mmPLI6mmX350mmProblem 2.5Problem 2.6(20%)2.6. The tension member shown is an angle L150 x 90 x 10.The bolts are 20 mm o. If A36 steel,with F,= 250 MPa and F,= 400 MPa, is used, is the memberyadequate for a service DL= 150KN and a service LL= 150 KN? UseASD.

Angle L150 x 90 x 10 Diameter = 20mm A36 steel with Fy = 250 MPa and Fu = 400 MPa Dead load = DL =…

50mm 50mm 下 125rm -20mmo bolts 125mm 60mm 50mm 下 PL I6mm X 350mm Problem 2.5 Problem 2.6 (20%)2.6. The tension member shown is an angle L150 x 90 x 10. The bolts are 20 mm o. If A36 steel, with F,= 250 MPa and F,= 400 MPa, is used, is the member adequate for a service DL= 150 KN and a service LL= 150 KN? Use ASD.

50mm 50mm 下 125rm -20mmo bolts 125mm 60mm 50mm 下 PL I6mm X 350mm Problem 2.5 Problem 2.6 (20%)2.6. The tension member shown is an angle L150 x 90 x 10. The bolts are 20 mm o. If A36 steel, with F,= 250 MPa and F,= 400 MPa, is used, is the member adequate for a service DL= 150 KN and a service LL= 150 KN? Use ASD.

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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