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

Q: Hinge 9 m A 200 200 200 200 200 200 200 200 kN kN kN kN kN kN kN kN 10 at 9 m 90 m (c)

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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: suming specific weight of air to be constant at 12 N/m3, what is the approximate height o punt…

A: Yair=12N/m3 To find height of Mount Banahaw

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: 22 kN/m 1.8 m 67 kN * 5.4 m 1.8 m F E 37 kN/m. 3.6 m 1.8 m A

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Q: Q3. A well pumping from a unconfined aquifer at steady rate of 293 m³/hr. Two observational wells…

A: The mathematical expression for discharge through two observation well at different radial…

Q: 30 kN/m 55 kN 9 m 3m- El = constant E = 200 GPa I = 830 x 10° mm

A: Given:- EI=constant E=200GPa I=830 x 106mm4 To find:- deflection at 3m to left of roller support

Q: At 20 °C, gage A reads 350 kPa absolute. What is the height h of the water in cm? What should gage B…

A: Given Air pressure, Pair = 180 kpa Depth of mercury = 80 cm = 0.8 m

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

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Q: Problem 1 What is the pressure 12.5m below the ocean? Use sp.gr. = 1.03 %3D for salt water.

A: Solution  Given depth h=12.5mts  specific gravity G=1.03

Q: Q1)) The reservoir has the following data: Evaporation by mass transfer = 4.5 mm/day Emitted solar…

A: Given-  Evaporation by mass transfer = 4.5 mm/day  Emitted solar radiation = 7.25 MJ/m2.day…

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: depth of 0.8m with a Froude Number of 5 befo jump. a. Find the Froude Number after the jump. b. What…

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Q: 2 kN/m B. 5 m 6 m 3 m 4 kN/m 2 KN/m A Fig.2.27

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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: 250 kN C. 6 m -3 m 3 m El constant E = 200 GPa = 462 (10) mm %3D

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Q: Question: Open channel test is performed and according to the following; Calculate energy with point…

A: For open channel flow, the open surface is open to atmosphere.

Q: Problem 1 Given: Mass of canister: 4800 kg Mass of beam BD: se kg Max allowable force: 04m 1. AB -…

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Q: 1) Sea water stands in a glass tube of 7 mm diameter at a height of 20 mm. What is thetrue static…

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Q: rtical pole has an out inside diameter of 250 mm. The pole is subjected to a waries uniformly from…

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Q: Convert 240 mmHg gauge to kPaa. Assume a barometric pressure of 14.5 psi. O 132.45 O 134.34 O 133.32…

A: we have to convert 240mm of Hg to Kpa

Q: * In fig. if hp=2 m, find Ycp ?(a=45°) Water Centroid Center of pressure Yep t. Gate area A 2.83 m…

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Q: Course: Stress of BO BE CE ARCA = 0.012m² 240 N A 4m 4m 400 N

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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: 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: 40 kN/m Pin kN 100 kNm 2.0 8.0 2.0 2.0 6.0 10.0 m Assume constant El; E 200 GPa, I = 1460 x 106 mm.

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

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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: 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: 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: 50 kN 20 kN/m 1.5 m * 1 m > 3 m 30° E RAKA

A: Span of the beam = 5.5m There are one UDL  over span AB and a concentrated load At C.  We need to…

Q: 2kN/m 12KM ロ Gm 3m.

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Q: 8. kN 8 kN 15 kN/m |20 20 kN. m A В D -1 m 0.75 m+ 1m 1 m

A: Solution Point A has hinge support only 2 reaction ( RA & HA ) Point D has Roller Support only…

Q: Find ( I, ) for the shaded area . 12 m 8 m r=2m r=5 m

A: Centroid: It is defined as the single point at which the entire area is acting for a given figure…

Q: 250 kN 6 m- El = constant E = 200 GPa I = 462 (10) mm

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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: ass of plane: ension, T: 22,000 kg 400 N

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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: Situation 6 - In Figure, q =24KN/m and L= 15m. q (&N/m) 24 L

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Q: &. when a pressure Pis applied at 5mm dia limb, water rises in it by 100 mm The other limb is spen…

A: D=10mm d=5mm

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: 60 kN/m 4.5 m 2 3 B A 6 at 3 m = 18 ft 3 at 2.5 m = 7.5 m 45 kN/m

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Q: 30, 75.50 kN 35 kN 225 kN.m Fixed 15 kN.m 10 kN Fosm + 1m 0.75m

A: Free Body Diagram

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: Exercise 2.2 A 30m tape has the following condition: The standard temp is 20deg Celsius and the site…

A: The given data is: Length of Tape (L0) = 30 m Standard Temperature (T0) = 20°C Site Temperature (Tm)…

Q: Problem 3: M1 = 5.5 1) (2) 8₂ = 12° Air at Mach, M1 = 5.5 at a pressure of P1 = 70 kpa flows along a…

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Q: 4. Estimate the slope of energy line in a GVE having length of the back water curve 30000m and head…

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Q: 3 kN/m 20 kN B 10 m El = constant E= 200 GPa 1= 400(10) mm 10 m

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