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Q: "dimensional modelling."
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Q: A Find by Section Method and Join Method: 3 B Hawe Bridge 50 3′ E D 50 3 F G 50 3' H A
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A: Given data Bending about x-axis Beam: W410 mm × 100 kg/m Find the maximum bending stress.
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Q: Consider a beam subjected to 2 point loads below. Assuming that the cross section is cons throughout…
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Q: ← Flow Between pipes A viscos flow is taking place b/w the two horizontal parallel fixed plates…
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A: Diameter of pipe, d = 120mm Mean velocity, Vav = 5.3m/sec The specific gravity of the soil, G = 0.90…
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Q: 723.57 A river before its entry into a town had a discharge of 100 litres per seconds and 20 mg/L.…
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Q: Strain Energy A rod of cross-sectional area 100 m² and length 5000 mm is subjected to a sudden load…
A: Given data- Cross sectional area of rod A=100 m2Length L=5000 mm=5 m,Sudden load P=100 kNE=200 MPa.…
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Q: In a triaxial unconsolidated undrained (UU) test on a saturated clay sample, the cell pressure was…
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Q: The bearings of backward and forward tangents are S 65°30’ E and N 75°40’ E, respectively. If the…
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Q: Problem 2. An air conditioning unit weighing 500 kilograms is anchored in the middle of a simply…
A: m=500 kgI=50 cm4=5(105) mm4E=2(105) Nmm2Initial displacement (x0)=2 cm=20 mm To determine:…
Q: A point on a thin plate is subjected to the two successive states of stress shown in Figure 1.…
A: A point is subjected to two stress conditions, we need to determine the resultant stress on the…
Q: The kinematic indeterminacy of the plane truss shown in the figure is
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Q: The void ratio of a given soil A is twice that of another soil B, while the effective size of…
A: Given: The void ratio of a given soil A is twice that of another soil B. eA=2eB The effective size…
Q: 2-67. The two forces F₁ and F₂ have a resultant force of FR = {-100k} lb. Determine the magnitude…
A: Given data: The first force, F1=60 lb The resultant force, FR= -100 k lb
Q: A first-stage flocculator uses a six-bladed Rusthon turbine 2 m in diameter rotating at 25 rev/min.…
A: Given, Diameter (D) = 2m Rotational speed (N) = 25 rpm Density, ρ = 999.7 kg/m3
Q: A pollutant entered into a confined aquifer of 5 m thick and porosity 25%. If the seepage discharge…
A: Given: Seepage discharge = 0.25 m2/s Depth = 5 m Porosity = 25 % = 0.25 Length = 100 m
Q: Water table in a canal command receives a recharge at the rate 2.5 mm/day. Sub-surface ditch drains…
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