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A: Step 1: M = 15x 10x10 /8 =187.5 kNm Y= 274/2 =137mm Step 2: Moment of inertia: I=223x3023 /12 – 2x94...

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A: Option B is correct 

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Q: 1. Determine the maximum bending stress, in MPa, on the girder ABCD using the built-up section provi...

A: Step 1: Moment = 15x 102/8 =187.5 kNm Neutral axis depth= 274/2 =137mm Second moment of area I=223x3...

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Q: of W21 x 50 section mm2 m 58 x 10°mm3 Sy = 125.20 x 10?mm3 bf = 165.9 mm Ix = 409.57 x 10mm4 ly = 10...

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Q: 1' 50 Ib 50 Ib

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Q: Solve

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Q: Girder ABCD below, is made up of W-section and two 10 mm steel plate, supports two intermediate beam...

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Q: Following data are obtained in a shrinkage limit test: Volume of saturated soil = 10 c Water content...

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Q: Problem No. 2 (30 Minutes) Ire-60° and the radius of the quarter and semi - cirele is both Cm Determ...

A: Please see the attached solution, thanks