Answered: Find the displacement at free cndofthe…

Find the displacement at free cndofthe cantilever shown in Fig. 7.10. Find its numerical value if L = 3 m, a = 2 m, W,= 20 kN, W, 30 kN, E = 2 x 10$ N/mm?, I = 2 x 10% mmt. W2 Fig. 7.10

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter13: Slope Stability

Section: Chapter Questions

Problem 13.23P

See similar textbooks

Related questions

Q: Figure (1) Q.2 The resultant of the force system shown in Figure (2) is a vertical force of 1250N.…

A: To find value of P Q and y

Q: For the beam and loading shown below, determine the beam deflection at point H. Assume that EI = 6.4…

A: Given:- EI=6.4×104 KN.m2w=3.6 KN/mLAB=3.7 mLBC=7.4 mLCH=3.7 m To find:- Deflection at point H

Q: The effective stress (kPa) at C is A 0.5 m y 16.0 kN/m? Ksat = 16.5 kN/m D. 0.5 m %3D Ysat = 20…

Q: Q2) A parallel plate is moving over another plate as shown in the figure below. The liquid viscosity…

Q: maximum pressure intensity in the base of the dam (lb/ft3) b)minimum pressure intensity in the base…

A: We know thatF=ΥhAFH=62.4×0+972×97×1=293561 lb

Q: Prob. In the dam shown, compute the following: 1. FS against overturning 2. FS against sliding 3.…

Q: Problem # 8: The five forces acting at the end of the boom satisfy the condition of equilibrium.…

Q: H.W1: Determine the pressure difference between points A and B in Fig below?

A: γ=ρg=ρ×9.81γbenzene=880x9.81 =8632.8 N/m3γmercury=13600x 9.81 =133416 N/m3γkerosene=850x9.81 =8338.5…

Q: 8. Energy is not conserved throughout the hydraulic jump. a) True b) False

A: To find : Whether the statement is true or false.

Q: A circular plate of 2 m diameter is submerged in an oil (poil = 820 kg/m³) with its greatest and…

Q: The vertical plate shown below is submerged in vinegar (s.g. = 0.85). a. Compute for the magnitude…

Q: 8 Calculate the shear flow distribution in the thin-walled open section shown in Fig. P.10.8…

A: Vertical shear load=Sy Shear load acting through the shear center(S).

Q: Question attached

A: The vertical stress can be calculated by using the following relation ∆σA=2qπaaα1+α2+bα1 where, q=γH…

Q: The tubular steel post shown in Fig. P.15.15 carries a load of 250 N at the free end C. The outside…

A: Draw the free body diagram of the point Apply moment equilibrium at C Mx=wR1-cosθ…

Q: 6. What is the gauge pressure at pint A, Y1 = 10 kN/m? A] Y2 = 25 kN/m3 %3D 50 cm h 10 cm Figure…

Q: 25 kN/m 3.5 m 110 kN- 3.5 m

Q: 4 Determine the magnitude, direction and position of the resultant for following structure as shown…

Q: Determine the vertical displacement (by energetic methods) of node G and node C. Consider P1 = P2 =…

Q: 1. From the given figure below, determine the following: a. reactions at A & B. b. shear and moment…

Q: the maxim num positive moi developed at point C in the beam shown due to a uniform moving load of 5…

A: Given data in question Span dimensions UDL Point load To be discussed Maximum shear at C Maximum…

Q: 2. A horizontal crane boom 3.5 m. long and weighing 900N is hinged on a vertical wall on its right…

A: Given data in question Span length Point loads Rope Angles To find out reactions

Q: Determine the support reactions for the given figures. 16 kN 9 kN-m 45 kN/m B +2md -3 m- -6 m 4 m -…

A: Since you have posted a question with multiple subparts We will solve only the first three…

Q: Q2 A small dam of height h = 2.0 m is constructed of vertical wood beams AB of thickness t= 120 mm,…

Q: Problem 1 5 kN For the following structure: a. Draw the free body diagram b. Compute the support…

Q: The curved gate AB as shown in the figure is subjected to hydrostatic force. 5 m 3 m P Hinge А !15 m…

Q: 2.28 A solid cylinder of diameter d carries an axial load P. Show that the change in diameter is…

Q: Two uniform loads of 112 kN/m acting downward are supported by a uniform upward pressure of o as…

A: Shear force: The shear force of a member or span is defined as the taking sum of all moments about…

Q: Resultant of Parallel Forces SITUATION 1– 4: 20 KN 30 KN 40 KN 10 KN/m 10 KN/m А 3m 2m 1m R R2

A: A loaded beam is given and it has been asked to determine parallel forces on the beam. Please refer…

Q: 30 kN 30 kN 30 kN 20 kN - C E 4 m B F2m m 2 m- -2 m-–2 m- EA = constant E= 200 GPa A = 5000 mm?…

A: this is the frame we have to analyze for better understanding I've renamed the nodes as A=1, B=5,…

Q: 3. An inclined circular gate 0.6 m in diameter with water in one side is shown in fig. (2.3). find…

A: Consider the given data.

Q: Q2/ Analyze the beam Shown in Fig. (2) using Consistent de formation method; assume the Redundant is…

Q: Problem 03: Compute the determinacy and support reactions for the beam shown below. 10 kN 40 kN A В…

Q: use double integration method in determining all reaction components of the beam p =220 kn 50 kN/m A…

Q: a. Determine the vertical displacement at joint B b. Determine the horizontal displacement at joint…

Q: Refer to the diagram. Determine the reaction forces at A and B. Match the answer. 3.3 kN 2.15 m B…

Q: Solve by the rigidity method. Solve the following problem with k=50 kN/cm for the horizontal spring…

A: Rigidity Method: An inflexible chart is an implanting of a diagram in an Euclidean space which is…

Q: A uniform load 119 kN/m is acting downward and supported by an upward uniform pressure of 51 kN/m as…

A: A loaded beam is given and it has been asked to determine maximum shear force in the beam. Please…

Q: Find the displacement at free end of the cantilever shown in Fig. 7.10. Find its numerical value if…

Q: 3 m L M Z 3.3 m W1 d 10 m W2 F P K Y 4 m

A: we have to find the max. depth of water to ensure stability against sliding and overturning…

Q: PROBLEM 3 A bulk head weighing 5kN holds the water and soil pressure. If the height of water and…

Q: Determine the member force LK(kN) in the figure shown. 2 m-2 m 2m 2 m 2m 2 m 2 m 2 m a 50 kN 50 kN…

A: We have to determine the value of member force LK in KN as shown in the figure as per the given data…

Q: A pontoon has a mass of 90 x 103 kg abd floats in see water, see figure 4.The pontoon has a length…

A: Answer Calculation of Metacentric Height Metacentric Height is given by GM = BM-BG where BM =…

Q: Example 12.7 shear strength; and (ii) with respect to height along the indicated sliding surface AB…

Q: The forces acting on a 1-m length of a dam is shown in the Figure. The upward ground reaction varies…

A: Given: The length of the dam is 1 m. Consider the figure,

Q: a = 3.9 m, b = 9 kN/m, c = 15 kN. b kN/m c kN DO JE 4 m 3 m 3 m FIGURE 1

Q: Determine the magnitude and location of the resultant hydrostatic forceacting on the submerged…

A: Give Data:- Determining the location of centre of the pressure Width of the plate = 1.5 m Density of…

Q: 1.5 m 3 m A SAND 4 m + = 28 ° B Y = 16.5 kN/m3 4 m 1.5 m

Q: Determine the Magnitude and direction of Resultant of the forces as shown in Figure P-001 F2 = 50 kN…

Q: 1. Eccentric Loading: A pinned-end rod AB of diameter d supports an eccentrically applied load of P,…

Q: Proposed exercise N ° 2 Find the length that a hollow steel bar of D = 1.5cm and d = 0.5cm in…

A: Finding out length of the shaft.

Question

Please do fast

Find the displacement at free cndofthe cantilever shown in Fig. 7.10. Find its numerical
value if L = 3 m, a = 2 m, W, 20 kN, W, = 30 kN, E = 2 x 10$ N/mm?, I = 2 x 10% mmt.
W2
L
Fig. 7.10

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

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.
A structure is attached to the ocean floor as shown in the figure below. A 2-m-diameter circular gate/hatch is set at a 30-degree incline on the structure. (Part a) Determine the magnitude (in kN) of the hydrostatic force of the seawater (specific weight = 10.1 kN/m3) on the circular hatch. (Part b) Determine the location of the force as an inclined distance from the free surface, ?? (report the location to three decimal places).
A circular gate 1.5 m in diameter is inclined at an angle of 45 deg.. Fresh water strands on one side of the gate to a height of 10 m above the center of the gate. Compute the location of the Hydrostatic force measured from the bottom (Ybottom) in meters
In the cage system below; It is under the effect of a P=250 kN load acting at an angle of θ=30° from the point C. Calculate the horizontal displacement (cm) to the right at point C. (E=2000 kN/cm² and A=50 cm² will be taken for all bars.)
A masonry dam (sp.gr. = 2.4) of trapezoidal cross-section is 20 m high. It has a thickness of 2 m at the top and 14 m at the bottomas shown in the figure.Coef. of friction under the foundation is 0.80 and assuming there is hydrostatic upliftthat varies linearly from one-half the hydrostatic head at the upstream edgeof the dam to zero at the downstream edge.Determine
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 280 kg, 6m wide rectangular gate shown is hinged at B and leans against the floor at A making an angle of 45deg with the horizontal. The gate is to be opened from its lower edge by applying a normal force P at its center. a. Determine the magnitude of the hydraulic force acting on the gate using the hydrostatic panel equation. Express your answer in kN. b. Determing the minimun force P required to open the seawater gate. Express your answer in kN.
An elevated structure is supported on a tripod. The legs are spaced 4 m apart and form the apexes of an equilateral triangle. Compute the increase in the vertical stress at a depth of 3m (i) beneath the point of intersection of the angular bisector (ii) beneath the centre of one of the sides of the triangle if each one of the legs carries a concentrated load of 1000Kn. Explain with diagram.
A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.806 m/s^2) a. The hydraulic force in IJ, and b. The hydraulic force in BC.
Given Figure E1, draw the active earth pressure distribution. Use gw = 9.81 kN/m3. Determine the magnitude and location of the active thrust.
A vertical plate is an equilateral triangle whose edge is 3.5 m long. If one edge is level with the water surface, determine the total pressure force in kN acting on the plate. subject: Hy
A 2.8m square plate is completely immersed under water in a vertical position such that the two edges of the square are horizontal. It is immersed such that the center of pressure is located 8cm below its center of gravity. Determine the resultant hydrostatic force on one side of the plate.