Fundamental Problem 9.17Figure 1of 1>Part AIf h = 8 m, determine the magnitude of the hydrostatic force acting per meter length of the wall. Water has adensity of p = 1 Mg/m³. (Figure 1)Express your answer with the appropriate units.AFR/AL= |314SubmitμAKNMy Answers Give UpIncorrect; Try Again; 2 attempts remaining?Provide FeedbackContinue

Pressure at the bottom of the Reservoir :P=γwh

Answered: art A If h = 8 m, determine the…

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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2. A CUBICAL FLOAT 1.2m ON A SIDE, WEIGHS 182kg AND IS ANCHORDED BY ME NS OF A CONCRETE IS TAUT, 22.5cm OF FLOAT ARE SUBMERGED. WHAT RISE IN THE WATER LEVEL WILL LIFT THE CONCRETE OFF THE BOTTOM ? CONCRETE WEIGHS = 2400 kg/m³. 1.2 H 86824 _WS
PROBLEM 2 DETERMINE THE MAGNITUDE Air, p= 32 kPa AND LOCATION OF THE TOTAL Im oil, SG = 0.80 HYDROSTATIC FORCE IN THE J.5m Water Glycerin, G= (. 26 FIGURE SHOWN. 3m 2m 4m
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An engineer proposes as a solution to the problem of the dam, to reinforce it according to the figure shown, but now the critical height h of the water level must be determined, which would make the indicated concrete reinforcement on the verge of overturning due to the water pressure. The density of the concrete 2.40 Mg/m^3, H=18m and d= 6m. Hints: use typical values of water, consider one meter width of the dam to then generalize and don't forget point A.
The canal shown below runs 40 m into the paper. Assume unit weight of H2O is 9.79 kN/ m^3. Compute the location of the center of pressure where the resultant strikes the wall measured Vertically and horizontally from the bottom of the quarter circle wall. 18m 40 18m 18 Unit of the Correct Answer: meter Decimal Places required in the final answer: n/a X = 7.639, Y = 6 X = 2.816, Y = 9.667 X = 6, Y = 7.639 X = 9.667, Y = 2.816
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Give me answer according to the question A vat holding paint (s=0.8) is 8m long and 4m deep. Calculate the resultant force acting on the cross-section of the vat, draw the pressure distribution on that surface of the vat, and label it accordingly?
Last Two Digit of Roll = 15
Show complete and clear solution with pressure diagram thank you
Hi, i have drawn out the question in the attached image. Please calculate and plot the distributions of active and passive pressures on the smooth wall. Soil 1 Soil 2 Cohesion, c 0 0 Bulk Unit Weight 17kN/m3 20kN/m3 angle phi 30 degrees 40 degrees Bulk Unit Weight of water, Yw = 9.81 Please show hand calculations and explain steps. Thankyou !
2. A CUBICAL FLOAT 1.2m ON A SIDE, WEIGHS 182 kg AND IS ANCHORDED BY ME NS OF A CONCRETE IS TAUT, 22.5cm OF FLOAT ARE SUBMERGED. WHAT RISE IN THE WATER LEVEL WILL LIFT THE CONCRETE OFF THE BOTTOM ? CONCRETE WEIGHS = 2400 kg/m³. 1.2 H 86824 _WS

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art A If h = 8 m, determine the magnitude of the hydrostatic force acting per meter length of the wall. Water ha density of p = 1 Mg/m³. (Figure 1) Express your answer with the appropriate units. AFR/AL= 314 Submit μÃ KN My Answers Give Up Se ?