5. What force is exerted on the wall as shown in Figure 4?12 mAir 200 kPa (gage)2.80 mOil15m/(sg = 0.80)Water2.6 m1.20 mWater2 mFigure 1L = 1.50 m of water SurfaceSwimming poolFigure 33 ftElevation 378.0 mElevation 377.2 mWater5 ftsg = 0.915 mGlasswindow450Figure 4Figure 22 ft diameter

The water behind the dam wall exerts forces on it and those forces are used to design the dam. The…

Answered: 5. What force is exerted on the wall as…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
Fluid 1
Q1: point 1 2 3 4 5 6 7 8 9 10 11 12 13 14 X 10.1 30.2 50.3 70.4 10.5 30.6 50.7 70.8 10.9 30.0 50.1 70.2 30.3 50.5 9. Calcsheet appears shear moment deflection all previous 1.Calculate the size of the net volume if the height is 2 meters from the greatest level in the z-table O -13641.16538 13641.16538 16413.16538 7. In the Prokon program, the maximum value of the shear is less than the ultimate true False y 20 20 20 20 40 40 40 40 60 60 60 60 80 80 3.Value cut 13641 0 O 14631 9. Calcsheet appears shear moment deflection all previous 1.Calculate the size of the net volume if the height is 2 meters from the greatest level in the z-table -13641.16538 13641.16538 16413.16538 Z 77.3 78.1 78.6 79.8 77.3 77.9 77.8 80.7 77.6 79.7 80.1 79.3 80.5 80.2 O O O
loving to another question will save this response. con 37 A pressure gage 10.82 m. above the bottom of a tank containing a liquid reads 58.09 kPa; another gage at height 3.39 m. reads 83.33 kPa. Determine the density of the liquid. Round off to three decimal places. A Moving to another question will save this response. «< Question 37 of 48 1SUS DELETE Ans nCr OFF W W 3. ue OON SNI DEL
4 kNm hisge 2 EN/m E 24 LN 5 m
1 Figure betow shows ajet of water striking a curved vane,which turns the jet through an of Im/s The jet velocity is angle of 12o". The vane is moving to the right at a velocity 2.5 m/S and 71s CroSs- sectional area is 0.03 m Assuming no frictional 1osses betwseen the jet and the Surface, determine the reaction for ces Fx and Ey CANSwer Fx 101-3 N Fy = 58.5 N) %3D 120 Vv
Draw the energy grade line (EGL) and hydraulic grade line (HGL). Explain them fully.
Why is that 0.045/11.765 is multiplied by 100? And also the 9.81 is multiplied by 1000?
What is the gauge pressure at Point G in the figure below (Patm=101.3kPa). Open to atmosphere Closed top 1m Plan view (view E-E) Open to atmosphere 1'Om 1.0m Air 1.5m Air 2.0 m s=2 2.0 m Water G Elevation view O a. 169.97 kPa O b. 88.29kPa 189.59 kPa O d. None of the mentioned O e. 68.67 kPa
Calculate Tension CD. •.. 2 m 3.5 m 250 N -2.5 m 2 m -1.5 m- 500 N
Hydrostatic pressure center Q\ complete the following table Tilt angle ( a ) Lowest water level Highest (sh)mm (St) mm 0 0 100 Level Weight Water Calculated Calculated FG.L FP.LD arm (FG)N level (LD)mm (FP)N (N.mm) (N.mm) L(mm) (s)mm 250 1.5 72.2 250 2.0 80.5 250 2.5 91 b= 75 (mm) y =9810 (N/m³) Calibration of pressure gauge Q\ Draw and mention the parts of the application? Orifice and jet trajectory test Q\ Determine the objective of the experiment then define the hydraulic bench?
Solve the ff. Using CONJUGATE-BEAM METHOD ANSWER ASAP pls. Provide complete solution, I'll rate. THANKS

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