3) The disk is rotating about point O with an angular velocity w0=7 rad/s in the given direction. Rod CD is attached to the disk of center O and rod AB by hinges. For the given instant, determine the angular velocity wAB of the rod AB and absolute velocity (VB) of point B. (r= 4m, |CD|=4m, |AD|= 3m, [DB|= 2m, B=30°, 0=60°) B D C A

3) The disk is rotating about point O with an angular velocity w0=7 rad/s in the given direction. Rod CD is attached to the disk of center O and rod AB by hinges. For the given instant, determine the angular velocity wAB of the rod AB and absolute velocity (VB) of point B. (r= 4m, |CD|=4m, |AD|= 3m, [DB|= 2m, B=30°, 0=60°) B D C A

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

Determine the tangential rotation (in radians) at point c. Assume E=200 GPa and I = 15x10^6 mm^4 Set B only
In figure shown, determine the angle of tilt 8 so that the contact force at A will be twice that at B for the smooth cylinder. a. 14.48° с. 22.12° b. 19.48° d. 27.12° 40° 45°
Calculate internal moments using Moment Distribution Method by considering settlement occurs 20 mm at C. El is constant throughout the beam with El 100,000kNm2. Then, draw the bending moment diagram. Beam with support settlement 300kN 75KN/m 4m 6.5m 7m 3.5m
В 4m 100kN 5m The structure is composed of bar AB and a semi secular arc as shown in the figure. It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I =1000x1066 mm4. Calculate the Horizontal displacement of the point where the load is applied. (mm) 19.50 40.01 82.53 45.31 The structure is composed of bar AB and a semi secular arc as shown in the figure. It is fixed at the lower and a 100 kN load is applied at the free end. Using E = 200 GPa, I = 1000x1066 mm4. Calculate the Vertical displacement of the point where the load is applied. (mm) 86.28 46.28 68.42 35.42
Question 1: Referring to Figure 1, use the moment-area method to calculate the end rotations at points A and B (0A, OB) and deflections at points C and D (8c, op). A 5 m P=100KN C P₂=200KN 2.5 m D 2.5 m B
5. The center of gravity of a 1.40m diameter open cylinder 2.50m high is 71cm above the bottom. It floats in water at a depth 1.80m. Compute for the metacentric height. a. 0.052 b. 0.011 c. 0.670 d. 0.068 6. From the given in Problem #5, what is the righting moment if it is tilted 12° a. 1.368 b. 1.458 c. 1.136 d. 4.860
Blocks A has a mass of 35 kg and B has a mass of 20 kg. All contact surfaces have the same coefficient of friction of 0.25. Determine the force P needed to cause impending motion of block B to the left. Use 0 = 8°and B = 10° A 100
l=160mm, b=60mm. AB rotating with constant angular velocity 1600 rpm clockwise. determine the velocity of P. θ = 45°
1
01 Determine the horizontal and vertical components of reaction at A and C. Then draw the shear and moment diagrams. Assume A and C are pins and B is fixed joint. Take El constant. Using: Slope Deflection Equations. 25 KN 2m 2m 12 kN/m 4m
Problem 1 Using the analytical method (integration of the differential equation), determine the rotation and deflection a) at end B, b) at mid length of the cantilever beam AB when it is loaded as shown below. EI = 10000 kN-m². 80 kN A B| 100 kNm 4 m