Answered: Two (2) forces P and 957 kN have a…

Two (2) forces P and 957 kN have a resultant of 1520 kN (shown in purple line color). Determine the value of P so that the resultant is at 206° from the positive x-axis.

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: A beam with a Z cross-section is subjected to a moment M, which has a magnitude of 20 kip - in. The…

A: M=20kips Iy=8.83in4 Iz=25.4in4 to find orientation of neutral axis

Q: A у C n 60° х 40⁰ и B F = 800 lb

A: A force of 800 lb acting at 40° with rod which is inclined at angle 60° to the horizontal.

Q: Problem 2 -A concentrated couple, = 600 Nm acts at the center of the simply Supported beam which is…

Q: The carrier system in the figure has fixed support at point C and is loaded with vertical P load…

Q: What are the benefits and drawbacks of beginning a project using a pre-built model vs a clean sheet…

A: Benefits of Beginning a Project with a Pre-Built Model: 1. Cost Savings: Using a pre-built model can…

Q: For the following indeterminate beam (with SI = 1) determine the reactions then draw the shear and…

A: static indeterminacy SI=1 and EI=constant for all members

Q: A continuous beam is shown below. Consider a constant EI, X = (A + B + 5) and Y = 2(C + D + 2).…

Q: Problem (3): A solid steel shaft ABCDE having diameter d= 30 mm turns freely in bearings at points A…

A: An energy system is a group of energy that works in specific areas (which can include couples). So…

Q: Ex10-2 A vertical cantilever beam supported a weight of W. The beam has flexural rigidity EI and…

Q: 3. Two beams are supported as shown in the diagram below, each 150mm x 200mm x 4 meters. Beam CD is…

Q: a) Find the displacements at point C of the frame using Finite Element Method. b) Draw the stress…

Q: Please answer completely. Box the final answers. Use the graphical method to construct the…

Q: A у C n 60° x 40° B F = 800 lb

Q: A beam ABCD is supported and loaded as shown in Figure Q3. The flexural rigidity, EI is constant. By…

Q: X 9m 3. In term of x, w is 4. Shear equation is B 1. Use E = 200,000 MPa. deflection is equal to 18…

A: "Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: Indicate if the flat lattice of figure 1 is statically determinate, indeterminate or unstable. If…

A: Degree of static indeterminacy is given by Ds= m + r -2j where m=number of members r=external…

Q: Solve for the moment about A (in N-mm) of the coplanar-noncurrent forces shown below. Use mm as the…

Q: o Given: A solid circle rod which is 3 m long with a diameter of d 30 mm. The rod has an applied…

A: Given data - L = 3 m P = 85 KN d = 30 mm E = 70 GPa Poisson ratio = 1/3 Find out - Elongation of the…

Q: Solve the resultant of the given concurrent forces.Given angle = 30 degrees

A: From the given question it is required to determine the resultant of the given concurrent forces.

Q: Using the Force Method of Analysis, determine the support reactions of the beam shown. El is…

Q: T/2 A 1200 Nm A homogeneous steel shaft (G=83GPA) is loaded as shown in the above Figure. Assuming T…

A: Given data:

Q: Problem 2-A concentrated couple, Mo = 600 Nm acts at the center of the simply Supported beam which…

Q: Draw the state of stress at point D on an infinite small element. Point D is located just to the…

A: Given :- By using the method of section and consider the FBD of the left cut segment.

Q: Solve for the moment about A (in N-mm) of the coplanar-noncurrent forces shown below. Use mm as the…

Q: Determine the components of the P kN force. The components must parallel and perpendicular to the…

A: Given P = 10KN Angle of force = 20⁰

Q: В 60° k www 45° C D E A

Q: A beam AB bears the force as follows, and the flexural stiffness of the beam section is constant EI:…

Q: For

Q: Figure 1 shows a beam ABC that has a constant EI. The beam is subjected to a couple moment and a…

Q: int B. Each member has a cross-sectional area of 100 mm² and all of them with the Young's modulus E…

A: Given:- E=70GPa P==5kN l=2m A=100mm2 To find:- horizontal and vertical displacements at joint B

Q: A horizontal shaft AB rotates with a constant angular velocity o. Two rods that are external loads…

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

Q: A vertical tapered rod of length L has its diameter varying linearly from 'd' at lower end to D at…

Q: Calculate the magnitude of the moment about the base point A of the 30-N force in five different…

Q: Ql:- The coplanar force system shown in Figure below is subjected to a couple moment (M) and three…

A: From the given system of coplanar forces and moments

Q: A cantilever beam is 4m long with a EI = 20MNm^2. It has a point load of P=1kN at the free end and a…

Q: respectively and vertical force of P = 75kN applied at joint C. Determine internal member forces…

Q: Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A…

Concept explainers

System of Forces

A force is an external influence or agent that changes the state of a system. According to Newton's second law, the force applied to a body is proportional to the change in momentum of a body. Hence, whenever a force is applied to a body, its momentum changes. If the body is at rest, under the action of force, its state of rest changes to motion. In other words, the magnitude of the momentum of the body changes from zero to a measurable value. Similarly, if the body possesses some initial velocity, it has some associated momentum, the effect of force can cause the body to halt or come to rest, that is, the momentum reduces to zero.

Question

Solve and box the final answer. WRITE LEGIBLY.

Two (2) forces P and 957 kN have a resultant of 1520 kN (shown in purple line color). Determine the value of P so that the resultant is at 206° from the positive x-axis.

64°
73°
1520 kN
957 kN
Answer should be in kN.
Sample answer format: 1234.5678

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

Step 2

Step 3

Step 4

Step 5

Step by step

Solved in 5 steps with 5 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

There is a beam AD subjected to two concentrated forces, as shown in the figure below, the Young's coefficient of the full beam material is E:(a) Try to find the slope of point A after deformation.(b) Try to find the (vertical) displacement of point B after deformation.
Find the displacements at points A, B, C, and D underthe loading effect of the rod element with a diameter of10.1 mm in the figure.The rod is made of aluminum (E = 70 GPa). 1- Support reaction at D? (kN)by drawing the normal force diagram;2- Normal force on element CD? (kN)3- Normal force on element BC? (kN)4- Normal force on element AB? (kN) 5- Normal stress in element CD? (MPa)6- Normal stress in element BC? (MPa)7- Normal stress in element AB? (MPa)8- Away in D? (mm)9- Away at C? (mm)10- Away in B? (mm)11- Away, in A? (mm)
The continuous beam is loaded as shown in the figure. A and C are roller support while E is a fixed support. Assume that supports do not settle, and El is constant. Using the consistent deformation method, determine the following: a. Reactions at the supports. b. Sketch the shear and moment diagram of the beam. C. Determine the value and location of maximum shear and bending moment of the beam.
Statics Don't copy.
Please Calculate the bearing reaction of a beam structure in the figure. Assume that the value of EI is constant throughout the beam
How to solve the question step by step
A beam is loaded and supported as shown. Use the double-integration method to determine the reactions at supports A and B. Assume wo = 10 kN/m and L = 9 m. Reaction forces are positive upwards and couples are positive counter-clockwise unless otherwise stated. Cut a cross-section through the beam and draw a free body diagram to the left of the cut. Determine the internal bending moment in terms of Ay. Check your equation by solving for M(x) at x = 4.5 m. Answer:Mx=4.5m = kN·m + m Ay
The rigid bar BDE is supported by two links AB and CD. Link AB is made of aluminum (E = 70 GPa) and has a cross-sectional area of 500 mm^2; link CD is made of steel (E = 200 GPa) and has a cross-sectional area of 600 mm^2. For the 30 kN force shown, determine the deflection of B and E, respectively. 0.4 m 0.3 m B A 0.2 m OC -0.4 m 30 kN E
Here is the follow up,
A rectangular beam has an extended cantilever beam the is attached at the end of the beam. A force P = 165,000 N is acted at the end of cantilever beam. Take S1 = 230 mm, S2 = 300 mm. What is the angle of twist of the beam if the length of the beam is 1500 mm, G = 2.0 MPa. Show complete solution with FBD
1. Use the force method to calculate the redundant reaction of the indeterminate beam. E is constant, I varies as shown below. (40 points – Suggested time 45 minutes) 4 k/ft 5 k 50 k.ft 10 ft 5 ft 5 ft 5 ft 21
Question 3 T/2 A 1200 Nm A homogeneous steel shaft (G=83GPA) loaded as shown in the above Figure. Assuming T = 300 N-m, determine the torsional force in N-m in Member AB. Note: Include sign (+/-), assuming the direction of Torsion (T) at D is positive Given: AB: Length = 1.75m, Diameter = 75mm BC: Length = 1.50m, Diameter = 60mm AB: Length = 1.00m, Diameter = 40mm