It takes a vertical force of F= 75,000 lb to separate the two parts at A and C' in(Figure 1)FigureD1 of 1Part ADetermine the force P the hydraulic cylinder must exert on the wedge in order to push it forward. The coefficient of static friction between the wedge and members AB and CD is μg = 0.2.Express your answer in kilopounds to three significant figures.P = 40.4 kipSubmitPrevious Answers✓ CorrectCorrect answer s shown. Your answer 39.66 kip was either rounded differently or used a different number of significant figures than required for this part.Provide FeedbackReviewNext >

Given, F=75,000 lbμs=0.2to determine,P

It takes a vertical force of F= 75,000 lb to separate the two parts at A and C in (Figure 1). Figure < 1 of 1 > ▼ Part A Determine the force P the hydraulic cylinder must exert on the wedge in order to push it forward. The coefficient of static friction between the wedge and members AB and CD is μ = 0.2 Express your answer in kilopounds to three significant figures. P= 40.4 kip Previous Answers Correct Correct answer is shown. Your answer 39.66 kip was either rounded differently or used a different number of significant figures than required for this part. Provide Feedback

It takes a vertical force of F= 75,000 lb to separate the two parts at A and C in (Figure 1). Figure < 1 of 1 > ▼ Part A Determine the force P the hydraulic cylinder must exert on the wedge in order to push it forward. The coefficient of static friction between the wedge and members AB and CD is μ = 0.2 Express your answer in kilopounds to three significant figures. P= 40.4 kip Previous Answers Correct Correct answer is shown. Your answer 39.66 kip was either rounded differently or used a different number of significant figures than required for this part. Provide Feedback

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Similar questions

Determine the vertical distance of the center of gravity of the curved gate from the water surface shown in the figure. The curved gate is 5.7 m long. The values of the vertical component (Fv) and the resultant force. (F) acting on the gate are 300 kN and 400 kN asap
The tank shown in the figure is 3 m wide into the paper. Neglect atmospheric pressure. Use ?????? = 9.79 kN/m³. Determine the following: A. vertical component of the total hydrostatic force on the quarter circle panel AB in kN B. Resultant hydrostatic force acting on the quarter circle panel AB in kN C. Angle that the resultant hydrostatic force make with the horizontal in degrees.
Calculate the force that must be created in the CD hydraulic arm in order to stop the rotating wheel with the effect of M = 300 Nm moment shown in Figure 6. (The coefficient of friction between the wheel and the surface at B is Ms = 0.4)
Situation 1– Two spheres 1.20m in diameter are connected by a means of a short rope. One weighs 4kN, while the other weighs 12kN. When placed in water, 1. Determine The buoyant force acting on the heavier sphere in kN 2. The tension in the rope in kN 3. The depth of submergence of the 4kN sphere in meter.
T (Shear force) and M (Bending) for the system whose loading condition is given in Figure 1.Draw the moment diagrams. Calculate the deflection (vertical displacement) at point B in mm using Castigliano's Theorem. The beam bending stiffness (EI) is constant along the bar and its value is 50 000 kNm2. q=1,4(kN/m) a=8(m) El=50000(kNm2)
2. (CASTIGLIANO'S THEOREM) Determine the vertical displacement of point B of the beam shown below. E= 200 GPaI= 150(10) mmsP= 15.4 kNQ= 6.4 kN/ma = 6 m
Do answer ASAP. The section of a concrete dam is shown. Determine if the dam shown is stable against sliding and overturning. The following data is available:Concrete density: ρconc = 2400 kg / m³ Coef. Soil-Dam Static Friction: μs = 0.30Density of water: ρwater = 1000 kg / m³ Coef. Soil-Dam Kinetic Friction: μk = 0.20
please solve ASAP, Will drop like
Block B weighs 200N and block C weighs 100N. See Figure4. Determine the weight of block D and the required angle θ for equilibrium
Calculate the resultant of the hydrostatic forces on the gate in the Figure. What vertical force P is necessary to lift the gate at point A? Width of the gate is 1.60 m.
For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.9 × 104 kN·m2 is constant for the beam; w = 6.4 kN/m, LHA = 3.0 m, LAB = 6.0 m.
The pressure distribution over the base of a concrete (S =2.4) dam varies linearly, as shown in figure ,producing an uplift. Will the dam topple over (sum moments of all forces about the bottom, right-handcorner)? Use:(a) H =45 m(b) H = 60 m(c) H = 75 m