Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of the three forces. Particle A lies on the x-y plane and is acted on by thethree forces shown. Find the resultant of the threeforces.y4.5 m2.ImA1400 N90ON1.8m1000 Nf0.6mBC1.8 m //1.2mD.

Answered: Image /qna-images/answer/446737ee-f470-4ecd-90ae-b00757e4ed09.jpg

Answered: Particle A lies on the x-y plane and is…

Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of the three forces. y 4.5 m 2.Im A 1400 N 90ON 1.8m 1000N f0.6m B 1.8 m //1.2m C D.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: 1000KN block A 450, B - P

A: Required the value of force P to maintain equilibrium in the system.

Q: Given the following, Determine the reactions for the beam.

Q: The sign has a mass of 100 kg with a center of mass at G. Determine the components of the reaction…

A: The mass of the sign = 100 kgThe weight of the rod AB is to be neglectedTo determine:-The components…

Q: Which of the following statement is not true about couples? a. A couple may be transferred to any…

Q: The sign has a mass of 100 kg with center of mass at G. Determine the x, y, z components of reaction…

A: mass of sign = 100 kg center of mass at G

Q: 0.15 m 0.30 m 0.36 m E 3114 N

Q: The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the…

Q: 55 KN 200 KN 30⁰ 30 kN 40⁰ 20⁰ 100 kN u X

Q: The two forces of 9 Newtons and 12 Newtons which are acting at right angles to each other will have…

A: Given two forces, F1=9 NF2=12 N At right angle, θ=90°

Q: The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the…

A: Given data Find degree of kinematic indeterminacy (KI)

Q: Four charges form an isosceles trapezoid: Q1 = +2C is located at vertex X; Q2 = -3C is located at…

Q: 2.(truss) Compute displacement at Point A, when O. No temperature change and all elements can be…

Q: A bar in the shape of a solid truncated cone of circular cross-section is situated between two rigid…

Q: A structure is considered internally stable if it maintains its. and remains in rigid body when…

Q: Please find the force in the spring at equilibrium

A: As we found that angle of equilibrium is 23.58°Now we can find the force in the spring using the…

Q: Draw a free body diagram of the beam and calculate the reactions at point C.

Q: The system shown is at rest. Piston A (mA = 2.25 slug) has a diameter of 4.50 in and supports a…

Q: *1.73 Resolve the force F=20i + 30j + 50k lb into two components-one perpendicular to plane ABC and…

A: The given figure is shown below:

Q: Determine all the support reactions & explain the statics principles on equilibrium revolving the…

Q: Determine the Y component of reaction at A (Ay) determine the X component of reaction at C (Cx)…

Q: A W B

Q: We15 KN/m P-30

Q: The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the…

Q: Determine the static (internal and external) and kinematic indeterminacy of the structures.…

A: Solution:- The given figure is shown below,

Q: This principle expresses the relation between the external forces applied to a system of particles…

A: Given & To Calculate Question--. This principle expresses the relation between the external…

Q: Which of the following statement is correct for the beam shown below? A C B O a. Statically…

A: Degree of indeterminacy Di = R - E Di = 4 - 3 = 1 Hence , option (d) will be correct answer.

Q: Find the point of inflection of f(x)=D x^3-3x^2-x+7. O (1,4) O (2,1) O (0,7) (-1,4)

A: At point of inflection the curvature of the curve changes. The second derivative at that point is…

Q: Determine the reactions at rigid supports A and B. A B →10 kN 1 m 2 m

A: Following is the given beam between two rigid supports: Assuming reactions at both support acting…

Q: Determine the z-coordinate of the mass center of the homogeneous paraboloid of revolution shown…

Q: B 1.5 m 1.5 m 3 m 30 30° 4, = 0.5

Q: The degree of kinematic indeterminacy of the rigid frame with clamped ends at A and D shown in the…

Q: 100 Kg A B D F 3.00 m イ 5.00 m 4.00 m 300 Kg

Q: Determine the degree of determinacy of the structure shown below. Put "-1" if unstabl "0" if…

Q: The degree of kinematic indeterminacy of t rigid frame with clamped ends at A and D show in the…

Q: 9-10 Determine the equivalent state of stress on an element if it is oriented 30° clockwise from the…

A: you can also use σx+σy=σx′+σy′ . if you one of the required stressesif you have any doubts please…

Q: Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of…

Q: Determine the centroid ( x and y [this is x bar and y bar] ). If the centroid is at the line of…

A: First we have to to divide the figure in in sections:-

Q: The 184-lb exerciser is beginning to execute a bicep curl. When in the position shown with his right…

Concept explainers

Laws of Equilibrium

A body is said to be in equilibrium if the system of forces acting on the body tends to keep the body at rest, in other words, there is no translation motion or net torque on the body. Under such conditions, the equilibrium conditions are to be applied to analyze the condition. The branch of mechanics that deals with this condition is known as 'statics'. Under equilibrium, there are no net forces on the body.

Question

Particle A lies on the x-y plane and is acted on by the three forces shown. Find the resultant of the three forces.

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

A compound beam as shown with a pin at A, a hinge at C, and rollers at B and D,1) Draw all F.B.D.s for your calculation;2) Determine the reactions at A, B and D when the beam is in equlibrium [Hint: 1) ABC part is the independent part and CD is the dependent part of the compound beam. The analysis always starts from the dependent part, then the independent part. 2) Draw the FBD of CD part first.]
Determine all the reactions of the given structure. The surface against which the support D is sitting is perpendicular to the element CD. Given: X = 10 kN. X.KN əITANDARTAIL FINAN |———— 4 6 kN/m 4 m 20 KN 4 m O 4 m The magnitude of the reaction at A is Ax= The magnitude of the reaction at A is Ay= The magnitude of the reaction at Dis D The magnitude of the reaction at D is Dy etməørstetten D T 3 m 3 m kN, and the reaction is (Click to select) ✓ kN, and the reaction is (Click to select) kN, and the reaction is (Click to select) kN, and the reaction is (Click to select)
Classify each of the pin-connected structures shown in figure below as statically determinate or statically indeterminate. If statically are subjected to arbitrary external loadings that are assumed to be known and can act anywhere on the structures. mun
Determine the components of reaction at E.
Classify the structures for Stability and determinacy , if unstable state why, if indeterminate state the degree of indeterminacy
i need the answer quickly
The particle of mass m = 3.6 kg is attached to the light rigid rod of length L= 1.37 m, and the assembly rotates about a horizontal axis through O with a constant angular velocity 0 = w = 3.0 rad/s. Determine the force Tin the rod when e = 22°. The force Tis positive if in tension, negative if in compression. L
Fast Urgent.
Calculate the degrees of freedom of the following systems and analyze their geometric construction. If a system is stable, determine whether it is statically determinate or statically indeterminate.
A bar in the shape of a solid truncated cone of circular cross-section is situated between two rigid supports which constrain the bar from any change of axial length. The temperature of the entire bar is then raised by AT. Assume that the cross-sections perpendicular to the longitudinal axis of symmetry remain plane and neglect localized end effects due to the end supports. Determine the normal stresses at any point in the bar.
The state of strain of the element has components of €x = 500(106), y = 300(106), Yxy=-200(10-6). Determine the equivalent state of strain on an element at the same point oriented 45° CW with respect to the original element. Eydy! dy Yxy 2 y Yxy 2 -dx- €xdx ·x
"r = k" is () order reaction equation. zero first second