Draw the moment arm for each of the following scenarios. (4 points) 4. b) a) Draw the moment arm for each of the f...
Problem 4. (25 points) The thin disk below turns on a massless arm B by way of a smooth bearing that keeps the axes of D and B aligned. The arm is hinged to the shaft driven at a constant angular speed 12 by a motor. The system is set up so that the arm is horizontal when the disk contacts the ground as shown. Assuming the disk of mass m rolls without slipping, find the force reactions and the...
Problem 4. (25 points) The thin disk below turns on a massless arm B by way of a smooth bearing that keeps the axes of D and B aligned. The arm is hinged to the shaft driven at a constant angular speed 12 by a motor. The system is set up so that the arm is horizontal when the disk contacts the ground as shown. Assuming the disk of mass m rolls without slipping, find the force reactions and the...
part (g)
a) Find the reactions(10 points) b) Draw the shear diagram (10 points) c) Draw the moment diagram(15 points) d) Calculate the moment of Inertia of the cross-section about its x-x neutral axis using the parallel axis theorem and compare this to the Onesteel value. Do the two values agree? (20 points) e) Determine the maximum tensile bending stress and indicate its location in the section (15 points) f) Calculate the maximum shearing stresses in the cross-section and draw...
explain how to draw the shear and bending moment
diagram.
4. Draw the shear and bending moment diagrams for the beam and loading shown (include values on the shear and moment diagrams at points A, B, and ).
SHEAR AND DENDING MOMENT Due Date: 6/11/2019 FOR EACH OF THE FOLLOWING, DETERMINE THE REACTIONS, DRAW THE SHEAR AND BENDING MOMENT, DIAGZAMS AND COMPUTE VALUES AT POINTS OF CHAGE 4 5 z 24 D 8 24 324 24 24' E 18 (2' 24 75 12 21 s4 2*24 21 24
SHEAR AND DENDING MOMENT Due Date: 6/11/2019 FOR EACH OF THE FOLLOWING, DETERMINE THE REACTIONS, DRAW THE SHEAR AND BENDING MOMENT, DIAGZAMS AND COMPUTE VALUES AT POINTS OF CHAGE 4...
2. (35 points) Initially assuming that the moment arm is 0.9d, determine the area of steel required for the beam shown to support a nominal moment of My = 270 kip. ft. After selecting the bars, show that the flexural capacity of the section is sufficient. Use fy = 60 000 psi, and f' = 4500 psi. 18 in 15 in
(S.) in each of the following situations, draw. label and calculate the lever arm, and calculate the toret pilvet 10cm ang pivot plint
In each of the cases below compute the moment of the force F about the point B by the following approaches a) Using the moment arm d b) Resolving the force into x and y components c) Positioning the force at D, and resolving it nto components d) Positioning the force at C, and resolving it nto components 12 in. 60 30° F-25lb A 12 in
(35 points) (a) Draw the shear and bending moment diagrams for the cantilever beam shown. (b) Specify the maximum positive and negative shear force and bending moment. Take L1 300 mm, L2 -300 mm, q 100 N/m. 2.
P1.1-b Draw shear force and bending moment diagram for the following: 4 KN/m 2 m 1 m B A