The rigid portal frame shown in the given figure will not have any side sway ifI1 - the moment of inertia of the column cross-sectionI2 - the moment of inertia of the beam cross-section

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Crystalline and Amorphous Solid

The rigid por...

Question

The rigid portal frame shown in the given figure will not have any side sway if

$I_{1} \to$ the moment of inertia of the column cross-section
$I_{2} \to$ the moment of inertia of the beam cross-section

I_{2} = 2 I_{1}

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The loading is symmetrical about its centre line

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It is subjected to vertical loading only

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Loaded in any manner

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The given figure shows a portal frame with one end

fixed and other hinged. The ratio of the fixed end moments

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