16. The AISC specification covers both beams with a) as stiffened webs) .b) Unstiffened webs) c) stiffened flange) (d) (a) and (b) 17. In most case....... will not have stiffeners a) hot-rolled I shape) b) channels shape) (e) (a) and (b) Non all these 18-is ratio of critical web stress to shar yield stress- a) Vn) b) Kv) c) Cv) d) Øv)

16. The AISC specification covers both beams with a) as stiffened webs) .b) Unstiffened webs) c) stiffened flange) (d) (a) and (b) 17. In most case....... will not have stiffeners a) hot-rolled I shape) b) channels shape) (e) (a) and (b) Non all these 18-is ratio of critical web stress to shar yield stress- a) Vn) b) Kv) c) Cv) d) Øv)

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 5.6.3P

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