Q1 A tension member is welded all-around at both ends to its supports. Assuming a tension failure governs, how will the member fail? a) Yielding b) Rupture c) Block Shear d) Buckling Q2 A compact beam is braced continuously. Assuming a flexural failure occurs, how will it fail? a) Lateral-torsional buckling b) Local web buckling c) Local web yielding d) Plastic yielding

Q1 A tension member is welded all-around at both ends to its supports. Assuming a tension failure governs, how will the member fail? a) Yielding b) Rupture c) Block Shear d) Buckling Q2 A compact beam is braced continuously. Assuming a flexural failure occurs, how will it fail? a) Lateral-torsional buckling b) Local web buckling c) Local web yielding d) Plastic yielding

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 5.13.1P

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