179. For doubly-symmetric shapes with slender elements and adequate torsional unbraced length, which limit states generally governs? a. Flexural buckling c. Local buckling d. Both a and b b. Torsional buckling 180. For doubly-symmetric shapes without slender elements but inadequate torsional unbraced length, which limit states generally governs? a. Flexural buckling c. Local buckling d. Both a and b b. Torsional buckling

179. For doubly-symmetric shapes with slender elements and adequate torsional unbraced length, which limit states generally governs? a. Flexural buckling c. Local buckling d. Both a and b b. Torsional buckling 180. For doubly-symmetric shapes without slender elements but inadequate torsional unbraced length, which limit states generally governs? a. Flexural buckling c. Local buckling d. Both a and b b. Torsional buckling

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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