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MODULE 05 - Q.2

Draw ILD for axial force in members ED and EC at a deck type bridge truss as shown in fig.

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1 Answer
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Solution:

(1) ILD for ED

$\frac{a}{L}=\frac{3}{9}=0.33$

$\theta = \tan ^{-1}(\frac{2}{3})=33.69^\circ$

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(2) ILD for EC

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