For each of the following problems, draw the shear force and bending moment diagrams. Label the...
Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values 1. Draw the shear force and bending-moment diagrams for the simply supported beam shown. Label each diagram with the corresponding values. 3 Pe= 30 KN 4 m - m 3 m - C -40 kN - m
For the following diagram, draw the shear and bending moment diagrams for the beam. Include the shear force and bending moment equations.
Q1. Draw the shear force and bending moment diagrams for the following cantilever beam (10 marks). Q2. Draw the shear force and bending moment diagrams for the following simply supported beam (10 marks). Q3. Draw the shear force and bending moment diagrams for the following simply supported beam with cantilever extension (15 marks). Q4. Draw the shear force and bending moment diagrams for the following compound beam (15 marks).
For the following diagram, draw the shear and bending moment diagrams for the beam without formulating the shear-force and bending-moment equations. Label all important points on the diagrams. 2000 lb 500 lb/ft B 9 ft 9 ft
Draw the complete shear force and bending moment diagrams for the following beams. Show all steps, and clearly label the significant points on each diagram so that the diagram can stand alone. W0 (d) Note: Assume that the reaction of the ground is uniformly distributed
Draw the shear force and bending moment diagrams for thebeam and indicate the maximum moment in the diagram.
For the beams of problems 6.2-6.16, draw the shear force and bending moment diagrams and find the maximum shear force, maximum bending moment and point(s) of contraflexure (PCF). 7 kN 6 kN/m 4 kN/m B 2 m e C D E 24 kN 1,5m 7590.0.751 Figure 6.41
Draw the shear force and bending moment diagrams by setting up equations for each zone for the two given problems. Draw the SFD and BMD by setting up equations for each zone for the given two problems. lokw 20kN 20 kN 25kN 2 C.
For the beam shown in Fig. 9.3, draw the shear force and bending moment diagrams. Use the area method that relies on the relationships between loading and shear force and between shear force and bending moment. Indicate the slope of the shear force diagram at locations A, B, C, and D using the load information in Fig. 9.3. Indicate the slope of the bending moment diagram at the same four locations using information from the shear force diagram. | 6...
4. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 20 KN 40 KN B D 250 mm |--2.5 m- 3m-4-2 m 80 mm 5. For the beam and loading shown, draw the shear force and bending moment diagrams and determine the maximum bending and shear force and their locations. 50 KN