QUESTION 12 For the cantilever beam shown in figure (5) below, calculate the maximum bending moment....
2.(49 points) The cantilever beam below is fixed at point B.Draw the shear and bending moment diagrams for the beam, and determine the location and absolute value of the maximum bending moment. 4 kN 3 kN/m 2 m
2. A cantilever beam is loaded as shown in the following figure. 1) Draw the shear force and bending moment diagrams 2) Calculate the maximum bending stress in the beam. S 3) Calculate themaximum transverse shear stress in the beam. 19 kN 3 kN/m NA 01 m 2 m 2 m 2 m
The figure below depicts the cantilever beam. Determine the magnitudes of bending moment (M) in kNm, axial stress() in kN/m2, and shear force (V) in kN acting at point A. The equation for finding the axial stress is = Axial load / cross-section area. Cable XX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXI BT Beam (0.2 m × 0.2 m) Frictionless Pulley 3 m 50 kN Select one: a Bending moment (M) = 150 kNm, Shear force = 50 kN and axial stress = 1250 kN/m2...
A cantilever beam supports the applied loads and moments as shown. (a) Calculate the support reactions. (b) Use the graphical method to construct the shear-force and bending moment diagrams for the beam. Also label the values of shear-force and bending=moment at all key points. 30 kN/m 25 kN 12 kN/m 80 kN.m х A В C D E F 1 m 3 m 1 m 1 m 1 m
Question One: Calculate and sketch the Bending Moment and Shear Force equations for the beam below. Also calculate the maximum bending moment and maximum shear force. 3 kN/m 3 m
Draw the shear force and bending moment diagrams for a cantilever beam as shown in Figure 3.
Calculate the maximum bending and shear stress for the cantilever
beam with the cross section shown
30 kip 4 ft 1 in. 8 in. I 10 in. 0.6 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.
QUESTION 4. For the beam shown in the figure, the maximum allowable bending stress is 180 MPa and the maximum allowable shear stress is 120 MPa. Choose an appropriate Wide Flange Section (W) that can carry the distributed force and the point force safely. 10 kN 8 kN/m C B 4 m 2 m
5. The bending moment diagram of a system is shown in the below figure. For 0<x<3.75, the bending moment diagram is piecewise linear; and for 3.75<x<5.25 the bending moment diagram is in quadratic form. Sketch the shear force diagram, and the load distribution diagram, approximately. It is not necessary to calculate the exact value of shear force and the loads. (20 points) M, (kN-m) 1.5 3.75 5.25 X (m) 0.5