Problem #3 12 kN/m EI = constant E= 70 GPa A B I= 210x10° mm* Required: 8max OA OB 3m 4m

Q: K L 20 kN- 4 m F G H E 40 kN – 4 m B C D A 4 m 5 m - 4 m

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Q: 30 kN 30 kN 30 kN D 20 kN C. E 4 m B -2 m--2 m- m-2 m- EA = constant E = 200 GPa A = 5000 mm?

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Q: L = 2.7 m, P = 49 kN, and w = 26 kN/m. B VA =| mm.

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Q: 2.25 m 60 KN/m 30 KN/m A C 120 KN 75 KN-m 1.50 m 4.50 meters

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Q: 1.8 m 1.8 m 1.38 kN 0.80 kN B 25° 15m.- 2.1 m

A: lets assume the reaction at A is VA and HA and at B is VB and HB now free body diagram is

Q: A hemispherical tank of diameter 4m contains water up to a height of 1.53 m. An orifice of diameter…

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Q: M. SET B P 15 kN 22 kN.m 3.75 m Mo L1 L2 LI L2 4 m

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Q: B) RA =, KN, R, =, KN/m 60 KN/m 55KN 175 KN 6.00 m R. 1.50 m 4.00 m.

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Q: From the 352 mm by 106 1.2 m mm venturi meter (C=1) compute the deflection of in the mercury…

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Q: 10 kN 80 kN/m В A D 4 m 1 m'1m

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Q: The beam shown is hinged at one end. It is supported by two steel rods of equal length of 1.5m.…

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Q: 0.9 kN 0.9 kN 1.2 kN/m 0.75 kN/m ITI A B 0.9 m 1.5 m- 6 m

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Q: change (using chan method) for pressure range 100 kN/m to 200 kN/m ? (Consider o' = 100 kN/m , e =…

A: Given data : ∆σ = 100 kN/m2 e0 = 1.121 ∆e = -0.157 where, ∆σ = change in effective stress. e0 =…

Q: 400 kN C T 3 m 500 kN t. 2 m 50 4 m

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Q: Problem #3 12 kN/m El = constant E= 70 GPa B I= 210x10 mm Required: 8max 0 OB 3m 4m

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Q: Calculate

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Q: 10 kN 15 kN 18 kN/m 12 kN/m D. B. 18kNm 1 m 3 m 5 m 2 m

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Q: Two compartments A and B are connected by a standard orifice of 30 cm^2 with C = 0.60 in a prismatic…

A: To find Time taken for the water surface to be 1m Apart. Given  Compartment of tank A & B…

Q: Problem 1 - 29 A vertical cylindrical tank with a diameter of 12 m and a depth of 4 m is filled with…

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Q: 12 kN/m El = constant E= 70 GPa I= 210x10° mm* Required: 8max 0A OB C B 3m 4m

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Q: 2. Water flows at a rate of 90lt/s from reservoir A to reservoir B through three concrete pipes…

A: given data, L1=6000m,D1=0.3m,f1=0.018; L2=4000m,D2=0.23m,f2=0.015; L3=2500m,D3=0.2m,f3=0.012 since…

Q: Problem #3 12 kN/m El = constant E= 70 GPa I= 210x10ʻ mm Required: Smax OA O B 3m 4m

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Q: Water Surface See figure below Pool Level 2 rectangular channel with d1 = 4 ft d2 = 11 ft Q/B= 34.2…

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Q: 30 kN/m B 5 m- -2 m– El = constant E = 200 GPa I= 1460x10mmª

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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: Determine final velocity Initial velocity%3D2 m/s Acceleration=1.6 m/s2 Time-4 s

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Q: 9. Calculate the specific energy of a trapezoidal channel having depth 2m, base width of 5m and side…

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Q: A 3.6 m 40 kN/m 5m 88 KN B 56 kN-m 1.5m ● 1.5m 91 KN 2.4m 60 KN 1.4m. 7.3 m 74 kN/m D

A: Given- a continuous beam with different loading system.

Q: 12 kN/m 2.4 kN A 1.6 m -1.6 m -1.6 m

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Q: roblem #3 12 kN/m El = constant E= 70 GPa B I= 210x10° mm Required: 8max 0A OB 3m 4m

A: We will first find the reactions at support. After that we will draw M/EI diagram Maximum deflection…

Q: 1. Determine the following: If w₁-30 N/m and w₂ = 45 N/m, Est = 200 GPa and I = 17x106 mm². (BY…

A: Given A simply supported beam  Required  ¤A  tc/a Deflection at B

Q: Problem #1 270 kN 180 kN El = constant E-200 GPa B 1-420x10° mm* Required: 6max en Og 3m 4.5m 3m

A: The Procedure for solving this problem is  Draw the Moment diagram of the above beam This can be…

Q: 8 kN 8 kN 15 kN/m 20 kN.m A B D 1 m -0.75 m- m 0.25 m

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Q: K L 20 kN– 4 m F G H E 40 kN – 4 m A B C D 4 m 5 m - 4 m

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Q: 45 KN/m 200 50 KN A 9.00 m RB 3.50 m 150 KN-m

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Q: 6 m A 3 m c = 30 kN/m² $ =0 y= 17.5 kN/m³ B 2 m IIm

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Q: 30 kN/m 45 kN-m B 1.5 m- -1.5 m- 1.5 m-

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Q: Reservoir B in the figure receives 0.06 m³/s of flow. Determine the elevation of reservoir B. Do not…

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Q: 3 kN 2.5 kN 1.5 kN 30° 5 13 A 2 m 4 m 2 m B.

A: to find resultant and moment about B

Q: Determine the resultant af the system and its position prom point A. 10 KN to ku /m 10 kN-m

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Q: 8. Calculate the specific energy for a triangular channel having depth 4m, side slope 1H:2V and bed…

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Q: 4 m 50 KN Fixed B A 777777 1 100 KN D C FA El, constant 2m 2m Roller

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Q: 120 kN 120 kN 120 kN 60 kN a E H 3 m В C D a 4 at 4 m = 16 m %3!

A: The given data is: Size of horizontal members = 4 m Load at I (FI) = 60 kN Load at F, G, H (FF, FG,…

Q: Problem #3 12 kN/m El = constant E- 70 GPa I= 210x10° mm* Required: 8max Oa O, A B 3m 4m

A: By using the moment area method we can calculate the rotations at a and b, and the maximum…

Q: 20 KN 20 KN 2 20 KN 10 KN/m 10 KN/m PROBLEM 1 A B 20 KN/m 10 KN/m C D Compute the 10 KN-m 10 KN/m 10…

A: A system of beams is given and asked to find reaction at support ’L’, which can be calculated by…

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: 1. Determine the following: If w₁-5 kN/m and w₂ = 7 kN/m, Est = 210 GPa, b = 50 mm and h = 150 mm.…

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Q: A 75 mm horizontal pipe of circular cross section conveying water under a pressure of 0.75bars has…

A: Given, d1 = 75 mmd2 = 2 mmQ = 0.14 m3/sL = 30 mm