Need help, please show all work and round answer to 3 sig figs. The ring at B is supported in equilibrium by spring AB, acable running through the frictionless pulley at C, and cableBD. The pulley radius is 0.0180 m, and the unstretchedlength of spring AB is 0.28 m. If F₁ = 350 N and F2 = 150 Nat46 degrees, determine the spring constant k and theforce exerted on the ring by cable BD expressed in-Cartesian components.CF1D-bBᎾwwwF2-аAValues for dimensions on the figure are given in the followingtable. Note the figure may not be to scale.ValueVariablea0.400 mb0.120 mC0.180 md0.0720 mNote the figure may not be to scale.k=FBD1342750=104× N/m✓× i+☑j) N

Answered: The ring at B is supported in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Similar questions

The uniform rectangular panel ABCD has a mass of 40 kg and is hinged at its corners A and B to the fixed vertical surface. A wire from E to D keeps edges BC and AD horizontal. Hinge A can support thrust along the hinge axis AB, whereas hinge B supports force normal to the hinge axis only. Find the tension T in the wire and the magnitude B of the force supported by hinge B. 2580 mm 1110 mm Answers: T = B = i B D 40° N N E
The rigid bar AC is supported by a hinge at A and a steel cable BD having a diameter of 12 mm. The boom supports a horizontal load F = 24 kN acting at point C. Neglecting the weight of the bar, determine the horizontal displacement of the point where the load F is acting. For steel, E = 200 GPa.
p=122N. Thank you:)
The rigid bars AC and BCD are supported by pins at A and B and by a steel rod at D. There is a roller connection between the bars at C. Compute the vertical displacement of point D caused by the loading. Cross-sectional area of rod is 250 mm² and E = 200 GPa.
Need right complete solution and box the answer
- Compute the force induced in member AB- Compute the force induced in member DB- Compute the force induced in member CD- Compute the force on member CLPROVIDE COMPLETE SOLUTION FOR ME TO FOLLOW
Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures. c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.
A d M₁ 2 B JIN गत The cantilever beam AB is joined by a hinge at B to a second beam BC. For the loads and moments shown below, find the maximum absolute bending moment in the beam AB. L=4 m P= 4 kN M₁= 50 kNm M₂= 5 kNm M₂
Question 1. Determine the tension force in member C and its angle for equilibrium. The forces are concurrent at point O. Take F = 8kN. y 9 kN F A
Solve the problem using Moment -Area Method Problem II. The midpoint B of the steel cantilever beam ABC is supported by a vertical aluminum rod. Find the maximum allowable value of the applied force P if the stress in the rod is not to exceed 120 MPa. Use Est = 200 GPa, I = 50 x 10 mm¹ for the beam, Eal = 70 GPa, and A = 42 mm² for the rod. 5 m H B |--2--|- m -Aluminum -Steel 2 m с
The frame below is made up of three 2 m long rods. The pin at D resides in a slot with a friction coefficient of fμ = 0.35. Determine if the frame slips when a 10 N force is applied. The pins and D and E are 0.75 m away from pins A and C, respectively, along the length of the rods. 60° 60°
Q4(2). The beam is pin-supported at A, and supported by a roller at B. The lengths are ₁ = 1.7 m and 2 = 4.0 m. The cross section is a solid rectangle as shown in the image with h= 180 mm. It is subjected to a uniformly distributed load with load intensity w= = 36 kN/m. If the location of point Cis indicated on the cross section, and its state of stress can be represented on the volume element as shown, determine the shear stress Txy (in the unit of MPa). Negative sign must be included if the direction is opposite to what's shown in the state of stress image. 50 mm 50 mm 1 Fay -4- "110 Ox 1.5 m 2 m- 2.5 m B Please pay attention: the numbers may change since they are randomized. Your answer must include 2 places after the decimal point.

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