Q2] For the arrangement shown in the fig, if you know thatblock A has a mass=30 kg, the fiction coefficients are μs= 0.2,and μk= .17, and block B has a weight= 5kg, and block C has aweight =(W)kg Determine the following1) draw the FBD2) the value of W that will cause block A to move to theright, (state the values of N, Fs, Fk)3) the value of W that will cause block A to move to theleft,4) the value of W that keep block A in equilibrium.rope30Block A15

Answered: Image /qna-images/answer/1e5269a4-449f-43a4-927c-bd4dd20e96b7.jpg

Answered: Q2] For the arrangement shown in the…

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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Problem 8.61 Part A The two blocks used in a measuring device have negligible weight. The spring is compressed 4 in. when in the position shown. The end of the screw is smooth and the coefficient of static friction at all other points of contact is μ= 0.29. (Figure 1) Determine the smallest axial force P which the adjustment screw must exert on B in order to start the movement of B downward. Express your answer to three significant figures and include the appropriate units. Figure k = 20 lb/in. A 60° 45° B 1 of 1 P= Value Submit Request Answer Provide Feedback ? Units
A smooth sphere of weight Wis supported by a string fastened to a point C on sphere and point A on the smooth vertical wall. The sphere is in contact with the wall at point B as shown in figure. If the length of the string AC is equal to the radius of sphere, then sum of magnitude of tension (T) in the string and reaction (R) on the wall is. W. (Round off two decimal places). A B Wall String Sphere Length of string AC = Radius
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2D Equilibrium: T= 378 N, D1 = 119 degrees, and D2 = 68 degrees: Solve for F and P. Upload your 2D Equilibrium work in the next question. For this question just type in 1 as the answer. y D10 3 D2° F
The beam shown in the figure is supported at roller A and pinned at B and has a uniformly distributed loading w= 53 kN/m over 1.5 m from the left-hand end and moment loading M = 53 kNm at 1.5 m from end B. Determine the shear force at a section from the left-hand end of the beam X = 3.0 m. Input your answer as a value only in kN to one decimal place and without +/- sign. w kN/m M kNm B X -1.5 m- A- -1.5 m -1.5 m-

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