This cross-section shows steady incompressible flow in an open channel. Copy the figure, then add the EGL as a solid line, add the HGL as a dotted line, and indicate the vertical distance corresponding to the kinetic head. Ignore the dashed horizontal line. V Subcritical Sluice gate = (2²)"¹² Ye= Supercritical Hydraulic jump Subcritical
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- As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY QUADRANT OF CIRCLE 5M WIDE 2.75H RADIUS i DETERMINE ALSO FORCE "F" TO PREVENT ROTATION F PV Y yW.S PH HINGE2. b) using hyperwork Hand written plzz Question 2 (a) For the beams shown in Figure 2, determine the natural frequencies using four elements. Let E; p and A be constant for the beams.. 0.5D BIRD 1.5D 2D L 0.5 2L 1.5L (b) Redo Question 2a using hyperwork software with E = 3 x 10' psi, p = 0:00073 lb-s²/in", D = 1.5 in, L=3 in.A pipe conveys water with velocity 360 m/min and pressure gauge shows 5 bar pressure under which the water is following. The pipe is located at 5 metre above the datum line. The sum of total head and stagnation head is m. (g = 10 m/s?). (assume 1 bar = 105 Pa) %3D
- A vertical triangular gate with Alcohol (SG = 0.78) on one side is shown in the figure. Determine the total resultant force acting on the gate and the location of the center of pressure. +dy 3ft Unit weight of the liquid (y) Value of hbar (h) Area of the rectangular gate (A) Hydrostatic Force (F) Value of (Igx) Value of ybar (9) Location of the Hydro.Force measured from the water surface of the gate inclined (yp) Ib/ f ft ft lb fi ft ft ***answer Hydrostatic Force F on the box below:A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach) B/ If the pressure at first point (Qin) =580 KPa, then find the pressure at point E. Pipe Đia.-m Length-m 04 ms m3's A 0.658544 1 AB 0.305 500 G 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 1026M5 mas 6 GA 0,405 300 7. 05 mas 8. CD 0.405 400 Loop 1 DE 0.405 300 9 EF 0.205 500 B. 10.4 m3s 04 ms Loop 3 0.31598 m3s D E 0.3 m3sCalculate the followingi. Liquid limitii. Plastic limitiii. Plasticity index
- The clockwise angular velocity of the link AB shown in (Figure 1) is WAB = 3.2 rad/s. Figure C 4 in.- @AB 45° 5 in. 45° A 90° B D 3 in. < 1 of 1 Part A Determine the angular velocity of the connecting link BC at the instant shown. Express your answer in radians per second to three significant figures. 197| ΑΣΦ ↓↑ vec WBC = Submit Part B WCD= Submit Request Answer Determine the angular velocity of the connecting link CD at the instant shown. Express your answer in radians per second to three significant figures. IVE 41 Π| ΑΣΦ | | Provide Feedback Request Answer www vec ? rad/s ? rad/sMoment (KN.m) 300 250 200 150 100 50 0 0 A Moment-Curvature Relation 0.01 0.02 0.03 0.04 0.05 0.06 0.07 Curvature (1/m) L b) Yield displacement (Ay). Ay= Calculate the following values: a) Yield Force (Fy) that will cause the system to yield at point A. Fy= c) Plastic displacement (Ap). Ap= Hint: Au Ap+Ay = Başka yönergeler almak için tıklayın For the cantilever beam system given, construct the relation between the force (F) and the displacement (A) of the free end. You need to transform the moment curvature relation given into force-displacement relation. Beam length: L = 3.5 m Plastic hinge length: Lp = 0.3 m Note: All the results are positive. F e) The ultimate (failure) force (Fu) Fu = d) Ultimate (failure) displacement (Au). Au= (m) 0.08 0.09 (m) F A ha Ay Au (KN) (Write 2 digits after the decimal point) (m) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) (Write 4 digits after the decimal point) A (KN) (Write 2 digits after the decimal point)In the figure shown below: P₂ 4. Find P₁. 150 mm 5. Find P₂. a. 47.421 kPa b. 36.156 kPa % finer (by weight) SG-10 a. 41.156 kPa c. 32.198 kPa b. 38.259 kPa d. 28.471 kPa 6. Find the height of equivalent liquid 2 at 100 atmospheric pressure. a. 0.92 m b. 1.25 m SITUATION 3: Given the graph of soil A, B, C. SOIL C 80 c. 44.145 kPa d. 33.681 kPa c. 1.03 m d. 0.78 m SOIL B SOIL A 1.0 0.1 Particle Size in mm, D 0.01 9. Find the gradient coefficient of soil A. a. 0.745 c. 0.609 b. 0.575 d. 0.677 10. Find the gradient coefficient of soil B. a. 1.125 c. 1.238 b. 1.013 d. 0.956 11. Find the gradient coefficient of soil C. a. 0.7613 c. 0.4412 b. 0.5112 d. 0.6006
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