Experiment: Page No. A contunuiou flow complebly miced AcP uù designed by the fallowung dala l) floue suale, O = 2150 m3/day. (i) Influent BOD = 230 mgle ti) ethent BOD = 20 mgle Ci Miss ù 2400 mgle mgle. () MCRT = 1oday. %3D (vin Supandad solide c 25 m Lund V-? £?20rygen lequeunen M.

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Q: The tension and shear force (both in kN) in each bolt of the joint as shown below respectively are

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Q: Y1 V2

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Q: In a pre-stress concrete beam section, net loss 10% and final pre-stressing force applied at X is 75...

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Q: shear and bending moment. D I C 4 in. E В 5 in. OG 45 lb 120 lb 9 in.- -6 in. 6 in.

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Q: L Use F = 35 kN and L = 12 m a. Compute for the 3 support reactions

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Q: Problème 3 The 150 X 250-mm timber beam has been stre by bolting to it the steel reinforcement shown...

A: Step 1: A=150 x 250=37500 mm2 Esteel=200 GPa Ewood=12 GPa M=60 kNm  

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Q: anti-vibration shear mount No. 2. The 16 mm by 22 mm by 25 mm rubber blocks shown in Figure No. 2 ar...

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Q: -b- d, b = 250 mm d, = 200 mm d2 = 100 mm d,

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Q: From the given figure below and its properties, calculate the stress at the top where at the fixed e...

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Q: Let a = ci + jand b = 8i + 40j. Find c so that a and b are orthogonal. %3D c = i

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