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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Question

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
40mm
F,(mPa)
290
F(mPa)
x (mm)
415
12.9
d(mm)
tw (mm)
A(mm²)
152
11.1
40mm
2450

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