Q.3) For the loaded steel (E = 200 GPa) truss shown below, find the deformations of members AB, BD and AD. Also calculat

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Q.3) For the loaded steel (E = 200 GPa) truss shown below, find the deformations of members AB, BD and AD. Also calculat

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Q 3 For The Loaded Steel E 200 Gpa Truss Shown Below Find The Deformations Of Members Ab Bd And Ad Also Calculat 1
Q 3 For The Loaded Steel E 200 Gpa Truss Shown Below Find The Deformations Of Members Ab Bd And Ad Also Calculat 1 (47.53 KiB) Viewed 41 times
Q.3) For the loaded steel (E = 200 GPa) truss shown below, find the deformations of members AB, BD and AD. Also calculate the vertical displacements of joints B and D. The cross-sectional areas of members AB, BD and AD are 2000 mm², 2100 mm² and 1900 mm², respectively. Members AB and BC have the same cross-sectional area. Similarly, members AD and DC has the same cross-sectional area. 200 kN 2 m A 3 m B D 3 m C
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