Figure0.6 m0.3 mBA0.6 mCहैDaCD@CD<1 of 1Part ADetermine the angular acceleration of link AB if link CD has the angular velocity WCD = 2.8 rad/s and angular deceleration acD = 3.8 rad/s² shown in (Figure 1). Assume thecounterclockwise rotation as positive.Express your answer to three significant figures and include the appropriate units.αAB =SubmitProvide Feedback0μÃValueRequest AnswerUnits?

Answered: Image /qna-images/answer/66f77798-78c0-4573-9662-321cbc82e7fd.jpg

0.6m 0.3m -0.6 m D MARCO MCD <1 of 1 > Determine the angular acceleration of link AB if link CD has the angular velocity wcp = 2.8 rad/s and angular deceleration acD = 3.8 rad/s² shown in (Eigure 1). Assume the counterclockwise rotation as positive. Express your answer to three significant figures and include the appropriate units. ⁰ CAB= Value Submit Request Answer Provide Feedback Units ?

0.6m 0.3m -0.6 m D MARCO MCD <1 of 1 > Determine the angular acceleration of link AB if link CD has the angular velocity wcp = 2.8 rad/s and angular deceleration acD = 3.8 rad/s² shown in (Eigure 1). Assume the counterclockwise rotation as positive. Express your answer to three significant figures and include the appropriate units. ⁰ CAB= Value Submit Request Answer Provide Feedback Units ?

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2. The cantilever beam below is subjected to a couple, Mo, applied at point A and is propped at point B as shown. Use the Principle of Stationary Total Potential Energy to determine the rotation and deflection at point A. (L= 36 in, Mo = 300 lb-in, I = 0.001736 in*). Mo ΕΙ L/2 B L/2
A statically determinate beam with two pin supports at A and B is shown in Figure 1. Use virtual work method to find the following • Vertical deflection at C Neglect the reactions in X direction. Take El as constant. A 4 m 25 KN с 4 m KB A Figure 1 1.5 m 8 KN D
Use the slope-deflection method to analyze the contimuous beam shown in the Figure below. Draw the ahear and bending moment diaeram and sketch the elastic curve. El in constant. 30 kN 20 kN 20 kN/m 15 kN/m B 2.5 m 7 m 3 m 8m
Problem 5 The cantilever beam shown below is non-prismatic and is loaded with a concentrated load at free end B. Determine: a) the vertical deflection at B, b) the rotation at B (use either double integration or moment area) A is ft I₁ = 6000 in 4 10 ft = 3000 in 4 H 20 B K E=29000 ksi
rd Determine the slope at point C of the beam in the figure below. Assume the material's modulus of elasticity is 200 GPa, the beam's moment of inertia = 360x106 mm4. 20 kN D 3 m 3 m 6 m II !!
At the instant shown, the slider D has a velocity of 3 ft/s up the channel and its speed is decreasing at a rate of 0.5 ft/s². Determine at this instant: a. The angular accelerations a and acp (include magnitude and direction) b. The acceleration of point C in Cartesian form. Solve the problem using any method. 3.a a AB acD 3.b ac = = 10 in. 8 in. A B 12 in. D 30°
Consider the portal frame shown in the figure and assume the modulus of elasticity, E = 3.5 x 104 MPa and the moment of inertia, I = 9 × 108 mm4 for all the members of the frame. A 2m 1650 kN/m ot - 2000 KN P E,I Q E,I R E,I S 4m 4m The rotation (in degrees, up to one decimal place) at the rigid joint Q would be
5.Calculate the rotation e: A at the end of A and find the horizontal deflection ABH of point B of the rigid frame by graph multiplication shown in follow fig. EI is constant. Bo 2kN/m min 6m
Use the moment-area method to determine the lateral deflection at point D for the structure shown in Figure 1. 59 kN 100 kN 1m - 1m B D E = 200 GPa I = 1x10-4 m* 4 m A TTTT t
The position of a particle moving along the x-axis is given by x=t^3+3t^2 -9t-6, when t =1sec particle is 11m to the right of origin. (a) When t=2 sec, determine v and a. (b)During the time interval from t=0 to t=2sec, determine the v(ave) and v(ave )speed
3- A steady, incompressible, two-dimensional velocity field is given by the following components in the xy-plane: u = 0.205 +0.97x+0.851y; v=v₁ +0.5953x -0.97y Calculate the acceleration field (find expressions for acceleration components ax and ay) and calculate the acceleration at the point (x, y)-(2, 1.5). vo=-1.150
2. Use the conjugate-beam method to determine the slope and deflection at point B of the beams shown in the figure. 50 kN A 6 m B 90 kN ↓ C 9 m El= constant E = 70 GPa I = 95 (106) mm4 9 m D EXCE