Determine the failure load of the given tension member based on yielding and rupture only. Use NSCP 2015. PROBLEM #2 A C150x19.3 is a tension member connected to a gusset plate with D16mm bolts. Use the NSCP 2015 specifications. 40 4@50mm SECTION PROPERTIES C150x19.3 A529 F,(mPa) F(mPa) 40mm 290 415 * (mm) 12.9 d(mm) tw (mm) A(mm2) 152 11.1 40mm 2450

Determine the failure load of the given tension member based on yielding and rupture only. Use NSCP 2015. PROBLEM #2 A C150x19.3 is a tension member connected to a gusset plate with D16mm bolts. Use the NSCP 2015 specifications. 40 4@50mm SECTION PROPERTIES C150x19.3 A529 F,(mPa) F(mPa) 40mm 290 415 * (mm) 12.9 d(mm) tw (mm) A(mm2) 152 11.1 40mm 2450

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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