The critical stress of infinite plate having width b and thickness t loaded by compressive forces acting on simply supported sides is given by

Question

TuteeHUB · Accepted Answer

(k‚âà√¨‚àö√ë²E)/ [12(1+‚âà√≠¬¨‚à´²)(b/t)].

TuteeHUB · Answer

(k‚âà√¨‚àö√ë2E)/ [12(1-‚âà√≠¬¨‚à´2)(b/t)].

TuteeHUB · Answer

(k‚âà√¨‚àö√ë2E)/ [12(1-‚âà√≠¬¨‚à´2)(b/t)2].

TuteeHUB · Answer

(k‚âà√¨‚àö√ë2E)/ [12(1+‚âà√≠¬¨‚à´2)(b/t)].

TuteeHUB · Answer

(k‚âà√¨‚àö√ë2E)/ [12(1+‚âà√≠¬¨‚à´2)(b/t)2].

1.	The critical stress of infinite plate having width b and thickness t loaded by compressive forces acting on simply supported sides is given by
A.	(k‚âà√¨‚àö√ë<sup>2</sup>E)/ [12(1-‚âà√≠¬¨‚à´<sup>2</sup>)(b/t)].
B.	(k‚âà√¨‚àö√ë<sup>2</sup>E)/ [12(1-‚âà√≠¬¨‚à´<sup>2</sup>)(b/t)<sup>2</sup>].
C.	(k‚âà√¨‚àö√ë<sup>2</sup>E)/ [12(1+‚âà√≠¬¨‚à´<sup>2</sup>)(b/t)].
D.	(k‚âà√¨‚àö√ë<sup>2</sup>E)/ [12(1+‚âà√≠¬¨‚à´<sup>2</sup>)(b/t)<sup>2</sup>].
Answer» C. (k‚âà√¨‚àö√ë<sup>2</sup>E)/ [12(1+‚âà√≠¬¨‚à´<sup>2</sup>)(b/t)].

Discussion