. A crate resting on a 30-deg incline is acted upon by forces F1 and F2 directed as shown in Fig. 1.6.5 Compute the components of each of the Forces in the direction paralleland perpendicular to the incline.

. A crate resting on a 30-deg incline is acted upon by forces F1 and F2 directed as shown in Fig. 1.6.5 Compute the components of each of the Forces in the direction paralleland perpendicular to the incline.

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: 5. Readings on a rod held at two points and B, 75 m apart, are 2.965 m and 1.295 m, respectively.…

Q: A rectangular scow 9 m wide, 15 m long, and 3.6 m high has a draft in sea water of 2.4 m. Its center…

Q: For a rock slope where the presumed mode of failure is via toppling, in your own words explain how…

A: The failure of the rock is occurred due to mainly weathering. The reason for the failure of the…

Q: A rectangular sluice gate, 3 m high and 2.4 m wide, can slide up and down between vertical guides.…

A: This problem is related to Strength of material and Engineering Mechanics. In this problem we…

Q: A 480-kg log is being steadily pulled up the incline by means of the cable attached to the winch on…

Q: 1-27. A 3-ft section of a masonry dam is shown in Fig. P1-27. The resultant horizontal water…

A: Step 1

Q: 5. A dam with 4 meters on top, 10 m at the bottom and 20 meters high has water with depth of 15…

A: This question is related to the Soil Mechanics.

Q: 3. An infinite slope has shear strength parameters at the interface: c = 30 kPa, φ = 30°, γ = 17…

A: The given data is shown below: c=30 kPaφ=30°γ=17 kN/m3

Q: A saturated clay slope is sliding along with a circularly cylinder failure surface shown in the…

Q: Failure of a slope occurs only when total shear force is O(A) Equal to total shearing strength O(B)…

A: Slope failure occur when the shear force applied is grater than resisting property of soil . The…

Q: Design a dam and prove that it is safe for both overturning and sliding if it impounds oil SG(0.85)…

A: Consider the following figure.

Q: A 10 m high slope of dry clay soil (unil weighi = 20 N/m) with a slope angle of 45 and the circular…

Q: .Righting Moment • Overturning Moment . . Factor of Safety Against Sliding . Factor of Safety…

A: Find the following: - Righting Moment - Overturning Moment - Factor of Safety Against Sliding -…

Q: Question 01: For the infinite slope with a steady state seepage as shown in figure, Calculate: a)…

A: Let us analyse the question on step 2.

Q: An infinite soil slope with an inclination of 35° is subjected to seepage parallel to its surface.…

Q: If the base key for the Perspex cantilever wall is removed, what is the theoretical estimate of the…

A: Solutions: Assumptions: Angle of internal friction = 30o friction coefficient between soil and…

Q: 15.6 A slope is shown in Figure 15.50. If AC represents a trial failure plane, determine the factor…

A: To determine the Factor of Safety-

Q: An infinite slope of soil, with height 10 m, is inclined at an angle of 35° to the horizontal. The…

A: Given- Height=10 mangle of inclination=35oCohesion C'=22 kN/m2ϕ'=22oIt is needed to find the FOS

Q: 3m 12m 18 m 14 m 3m 3m |B -15m- Fig. 4-5(a)

Q: Problem: A gravity dam in the figure carries water that is 12 m deep on its upstream side. The…

A: Answer Height of rectangular portion of base on left side is not given hence considering its height…

Q: Problem 3: A house with 932 kN weight is built on a steep slope defined by points A, B, and C. To…

A: Write the weight in vector form. W→=-932k^ Here, k^ represents the unit vector in the z-direction.…

Q: 1-27. A 3-ft section of a masonry dam is shown in Fig. P 1-27. The resultant horizontal water…

A: Hydrostatics is defined as the part of fluid that reviews "fluids are in motion and the pressure…

Q: factor of safety against sliding, factor of safety against overturning,

Q: 3m 12m 18 m 14m 3m 3m Fig. 4-5(a)

Q: 1. Find the Factor of safety against sliding along the interface for the infinite slope shown in…

Q: 10.10 If there is a sudden drawdown of water in the canal and if Taylor's Stability Number for the…

Q: 8 kN/m 1

A: Calculating the reactions: ∑Fy=0RA+RB=(12)×8×3+8×3=36∑MA=0=(12)×8×3×23+8×3(3+32)-RB×6=06RB=132RB=22…

Q: What is the lateral earth pressure at Points A, B, C, D, and E? What is the active lateral earth…

A: The cross section of gravity dam as shown in figure: All the forces will be calculated by…

Q: Problem 2: A concrete dam retaining water is shown in the figure below. Consider the hydrostatic…

A: B = 15m

Q: For the infinite slope shown in Figure 15.46, determine the height, H, for critical equilibrium.…

A: The formula to calculate the height for critical equilibrium is given by, H=c'γ×1cos2βtanβ-tanϕ'…

Q: 3. For the slope shown in Figure below, determine the factor of safety against sliding along the…

Q: PROBLEM: Two wheels weighing "W" kN and 46 kN, respectively are connected by a rod of negligible…

A: Given:- 46kN To find:- Force of horizontal rod in kN W

Q: a) What is side sway? List the causes for side sway in frames. b) What three conditions need to be…

A: (a)- Side sway is defined as the lateral drift or side ward displacement of top portion with respect…

Q: Readings on a rod held at two points and B, 75 m apart, are 2.965 m and 1.295 m, respectively.…

Q: Figure 2 shows a slope with an inclination of : β = 58 ͦ. If AC represents a trial failure plane…

A: Given Data: β=58°θ=32°H=6mγ=19kN/m3ϕ=21°c'=38kN/m2 The factor safety is ratio of the resisting…

Q: The figure below shows a slope with an inclination of B = 56°. if AC represents a trial failure…

Q: A parabolic arch, symmetrical with hinges at centers and ends, carries a point load P at distance x…

Q: In soil slope stability analysis if the maximum driving shear stress is 253kN/m² and maximum…

A: Given: The maximum driving shear stress is 253 kN/m2. The maximum resisting shear stress is 221…

Q: A trench was cut in a clay slope as shown in the figure. When the trench reached a depth of 3 m, the…

Q: how can reduce the effect of uplift force on the base of the dam

A: Solution; Uplift is caused due to the seepage of water from upstream and downstream side into the…

Q: A wagon weighing 500 kN starts from rest, runs 30 m down and strikes the bumper post. If the rolling…

A: Given Data:Weight=500kNRuns=30mTanθ=1100K=15kN/mm=15×106N/mRolling Resistance= 5N/kN

Q: Calculate the super elevation ё for a railroad track having a rail guage of 1560 mm for a 600 meter…

A: Data Given: Gauge Length (G) = 1560 mmRadius (R) = 600 meterRated speed (V) = 80 kphWeight of the…

Q: A house with 932 kN weight is built on a steep slope defined by points A, B, and C. To help assess…

A: The weight is W→=-932 k^. Here, k^ is the unit vector in z-direction. Coordinates of A is 0, 180, 0.…

Q: 15.9 Refer to Figure 15.51. Given that B = 45°, y = 18.5 kN/m', ' = 22°, c' = 34 kN/m, and H - 9.4…

A: The given retaining wall structure is analyzing by taking the 4-factors into the consideration.…

Q: 2. Consider the figure below. If block A and B have masses of 30 and 40 kg respectively and static…

A: Given data, Block A weight = 30x9.81 = 294.3 N Block B weight = 40x9.81 = 392.4 N Static friction…

Q: A 10 m high slope of dry clay sol (unil weight = 20 N/m) with a slope angle of 45 and the circular…

Q: Determine the magnitude of Pfor which slipping impends, provided h is within the range where it does…

A: A) For slipping to impends- P=Ff=μwFf=0.45×600P=Ff=270 lbTherefore the magnitude ofP=270 lb Hence…

Q: Indicate the significant differences between(a) the rotational slide and the block-wedge categories…

A: (a) (1)Rotational slide is a type of slope failure in which the failure surface of rupture is curved…

Question

stat

2. A crate resting on a 30-deg incline is acted upon by forces F1 and F2 directed as shown in Fig. 1.6.5
Compute the components of each of the Forces in the direction paralleland perpendicular to the
incline.
F2=400N
F1=1200N
30

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 3

VIEW

Step by step

Solved in 3 steps with 1 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

For the frame and loadings shown P=2240 KN, and F=1120 magnitude of verticalreaction at E magnitude of verticalreaction at A magnitude of verticalreaction at C
Find the following: - Righting Moment - Overturning Moment - Factor of Safety Against Sliding - Factor of Safety Again Overturning Given: μ = 0.6 γ = 23.50 kN/m^3 b1 = 1.60 m b2 = 4.00 m h1 = 10.00 m h2 = 8.00 m
The resultant of the three concurrent forces acting on the eyebolt is the force R = 1000 kN along the positive y-axis. a. Determine the angle ɵ that specifies the direction of the 900kN force.b. Determine the magnitude of the force P.c. If the magnitude of P = 200 kN, what is the value of angle ɵ
An elevated water tank weighs 3000kN when filled with water, the centroid of the mass being at a height of 9 meters from ground. The horizontal spring factor for the tank tower is 15 kN/mm. Determine the shear force generated at the base of the water tank tower by horizontal seismic inertia force. Assume the ground motion has a period of 2.0 sec and maximum acceleration of 0.15g
A heavy cable with a mass of 12 kg/m passes over the two fixed pipes 300 m apart on thesame level. One end supports a 1600 kg cylinder. It is found experimentally that a downwardforce P of 60 kN is required to induce slipping of the cable over both pipes at a constant rate.Determine the coefficient of kinetic friction between the cable and the pipes, the maximumtension T in the cable between the pipes, and the sag h in the cable.
Dam is concrete gravity dam that impounds water both on the upstream and down stream sides. if the coeffient of friction between the base and the dam is 0.34, determine the following: 1. total vertical reaction in kN 2. total horizontal reaction in kN 3. factor of safety against sliding 4. factor of safety against over turning 5. if the hydrostatic uplift varies linearly from 0 at the heel to zero at the toe, determine the foundation pressure.
I WILL RATE! 1. What is the Horizontal Reaction at A? A. 0 B. 10 kN (to the right) C. 10 kN (to the left) D. 5 kN (to the left) 2. What is the Vertical Reaction at A? A. 11.67 kN upwardsB. 20.33 kN upwardsC. 32 kN upwardsD. 8 kN downwards 3. What is the Vertical Reaction at H? A. 20.33 kN upwardB. 11.67 kN upwardC. 32 kN upwardD. 8 kN downward 4. What is the Vertical Deflection at F? A. 2.74 mm downwardB. 0.42 mm downwardC. 0.36 mm upwardD. 1.17 mm upward
If mu = 0.30 under both blocks and A weighs 400 lb, find the maximum weight of B that can be started up the incline by applying to A a rightward force P of 500 lb.
How do you get the reactions of both supports (Show solutions) Location: 0 (m), Force Reaction = -65.2387 (kN)Location: 3.6 (m), Force Reaction = -105.7613 (kN)Location: 3.6 (m), Moment Reaction = 82.8406 (kN-m)
3. The body on the incline is subjected to the vertical and horizontal forces shown. Find the components of each force along X-Y axes oriented parallel and perpendicular to the incline.
If the equivalent single force of the system is 300 kN acting up along the y-axis, determine the magnitude and direction of F2 and its direction if F3=255 N and F1=477.44 N and α=60°.
An unbalanced vertical force of 60lb upward accelerates 1.55ft3 of water. If the water is 3ft deep in a cylindrical tank, which of the following most nearly gives the force acting on the bottom of the tank?