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1. For the simply supported beam subjected to the loading shown, Derive equations for the shear force V and the bending momen

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42 kies 68 2. b) 6g 1q 26 15.6 し SFDO PS) 94 띠 436 5 680 mano mu m bend.-amoment-736.seps-f} a χ:14-33 fovi Point A

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