3.57 m 5.12 m 2.53 m 3.26 m 4.26 m 6.09 m| BM1 ELEV = 232 m ТР1 ТР2 BM2 Station BS HI FS Elevation Remarks BM-1 ТР-1 ТР-2 ВM-2

Q: ermine the capillary rise (in m.) of a liquid (SG = 4.53) placed on a %3D capillary tube with 1.3-mm…

A: Given data : Contact angle θ=9∘ Diameter of capillary tube d=1.3 mm Specific gravity S.G=4.53…

Q: 20 kN 5 kN/m P = B C D 4 m - 3 m 2 m Figure Q2

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Q: A Rectangular channel (n = 0:011) 18 m oide to carry wwater at The slope d the channel s 0.00078 (9)…

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Q: = 23.2 kN, b = 37.5 kN, c = 4.1 m, d = 4,9 m, e = 4,6 m a kN cm - kN B H dm TTTT em e m em FIGURE 1

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Q: If the water surface elevation in reservoir B is 110 m, what must be the water surface elevation in…

A: The given data is: Water surface elevation in reservoir B=110 m Flow in reservoir A=0.03 m3 f=0.021…

Q: d=3.2m b=2.4m Find hydraulk radius.

A: Given data : Channel shape=Rectangular The value of width of rectangular channel b=2.4 m The value…

Q: Problem No. 1 Using double integration method to determine the value of X that must be applied at…

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Q: - the hydrometry weight is 0.015 N. 63 cm V-1.0 cm

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Q: -8 m 500 N B 800 N-m -4 m 5 m

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Q: In fig. if water level = 2 m and the liquid * ?--- =S.G=0.85 , hl %3D Water Ah A' B' 2.35 m. 3.35 m…

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Q: B 20 KN 2'm 10 kN 30 kN 2 m 20 kN 2 m E -3 m

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Q: 35.6 kN 35.6 kN 71.2 kN 71.2 kN 5 m 35.6 kN 35.6 kN B -4 at 6.1 m= 20.4 m

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Q: |60 kN | 40 kN 50 kN 16 kN | 4 kN/m D 20 kN 2 kN/m A E B C B +1.5 m1.5 m--1.5 m 2 m- - 4m-→- - 8 m 8…

A: The shear force diagram shows the variation of shear force along the length of the beam.  The shear…

Q: A pipe carries an oil of specific gravity 0.8 with pressure 19.62 kPa. The pipe is 3.5 m above datum…

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Q: 0-2 Water flows through a vertical contraction (venturi) section. Piezometers are attached to the…

A: It is required to determine the velocity at minimum area. Using Bernoulli's equation,…

Q: 20 kN 4 kN/m B- 5m 5 m

A: Given, Draw the FBD:-

Q: Determine the hydrostatic force acting on the submerged plate (2 m long and 6 m wide) and the…

A: Given values: Submerged gate = 2 m long and 6 m wide. Water density, ρ = 1000 kg/m3

Q: 1.5 kN/m D A 2m- -3 m 2 m-

A: Since you have posted a question with multiple sub-parts, we will solve the first three sub-parts…

Q: 25kN d 3m 25kN 4 m f e1.5 m 2 at 4 m = 8 m

A: From Equilibrium equation  ∑Fy=0 Va+Ve=25KN ∑MZ=0 Ma=0 8Ve+25×5.5=25×4 Ve=-4.6875kN…

Q: 5 kN/m D. 70 kN 70 kN 3 m 5 m 3 m-

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Q: SG = 0.90 Determine the elevation difference, between the water levels in the two open tanks shown…

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Q: igure 4 Unknown Bearing 1391.17 m S75 48'E 667.46 m S68 06'W. 1035.79 m 1272.4! m Unkno Bearing…

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Q: 22.4 kN 20 kN 6 m 6 m 6 m 6 m 6 m 10 kN 20 kN 30 kN Figure P-354

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Q: 6.12 An excavation is made for a canal that is fed by a stream, as shown in Figure P6.12. The…

A: 6.12 The hydraulic conductivity is the measure the transferring capacity of water from one point to…

Q: Compute the capillary rise in mm of pure water at 100C expected in a 0.8 mm diameter tube. Surface…

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Q: Problem #2: 10 + A (kN) 3+B (kN/m) |A |B C |D -E - 3 m --- 4 m – 4 C (m) – 3 m -| 2 m

A: Given A=1 B=5 C=5 To find RA, HA, RC, RE

Q: 80 kN 10 kN/m 2 m RA 8 m Rc Fifigure P-405

A: Idea to solve this question is simple first of all we will find out what are reaction forces then we…

Q: Q1: Find ApH? 10 kN/m 5 m El constant A 10 m

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Q: 250 kN 20 kN/m BI|||||||||c Mc ! D -12 m -12 m- 4 m 4 m

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Q: 15 kN/m D E 6 m 9 m 12 kN/m B A 10 m 5 m

A: Free body diagram -  Force in the horizontal direction -  ∑Fx = 0⇒ HB - 12×9 = 0⇒ HB = 108KN

Q: 50 kN 40 kN/m 10 kN/m В.) OB 20KN-m -1m+ 2 m-+ 2 m -1m 4 m

A: The simply supported beam has length =10mThe left support is hinged and right support is roller.

Q: If DA = 21cm, DB = 11cm and L = 2m, and if oil is flowing at a rate of 0.09 m/ s, determine the…

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Q: A rectangular plane surface 1 m wide and 3 m deep lies in water in such a way that its plane makes…

A: This problem is related to topic Buoyancy from Fluid mechanics . In this problem given width and…

Q: DETERMINE h so THAT THE CONe. DAm STARTS To TIP OVERCPIVOT ATA SEEPALE UNDER THE Dam PRODUCESA…

A: Given that,  width of the dam, b = 100 ft

Q: Q3: using double integration method, compute maximum deflection, and deflection at 1.5 m from the…

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Q: 70 KN 31 KN/m A 13m

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Q: Analyze the structure below using Double Integration Method. 10KN/m 5KNM A B 5m-

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Q: 40, kN 36 kNm 30° 1,5 m 3 m

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Q: e 5-mm thick 300-mm wide rectangul ding as shown. Using the double inte ght given that the maximum…

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Q: 20 kN/m 60 kN 120 kN · m E A B C D - 2 m 2 m 2 m 2 m

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Q: 30,kN P, 20 kN T 40 kN 2 m A 2.5 m 3 mt 3 m3m3m4

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Q: 9 kN/m 10 kN B 4m + 2m - 3m 3m

A: GIVEN BEAM

Q: 50 kN 40 kN/m 10 kN/m B.) OB 20kN-m 1m 1m 2 m- 2 m+ 4 m

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Q: E P3 3 m C 3 m 3 m 3 m

A: to find force in member BE BC FE

Q: Water radius radius

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Q: Q.9 A plate of area 2m² on which fluid flow with 2y² y U = - velocity profile as 7 5 'where y(m) is…

A: Given data- Plate Area A=2 m2velocity profile u=2y27-y5dynamic viscosity μ=0.015 Pa-sTo Find-Shear…

Q: 50 kN 15 kN/m 90 kN EI = constant D. E=70 GPa A. C I=95x10 mm Required: 8A 8c 0B 6 m -9 m

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Q: 0 kN 10 kN/m A B -7 m -7 m

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Q: Q: A smooth pipe carries water at the rate of 300 L/s, kinematic viscosity is 10“ m/s , with a head…

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Q: Q.2 For h 1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3.…

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