For the beam shown, calculate the reactions at A and B, and then draw the shear and Bending-Moment diagrams. Consider the loading P= 31 kN/m.
For the beam shown, calculate the reactions at A and B, and then draw the shear...
For the beam shown, calculate the Reactions at A and B, and then draw the Shear and Bending Moment diagrams. Consider the loading P=29 kN/m. p D А B 40 KN 40 KN 0.6 m 1.8 m 0.6 m
Problem 4. (65 points). For the beam shown, calculate the Reactions at A and B, and then draw the Shear and Bending-Moment diagrams. Consider the loading P= 29 kN/m. Р C D А B 40 KN 40 KN toom 0.6 m 1.8 m
Problem 4. (65 points). For the beam shown, calculate the Reactions at A and B, and then draw the Shear and Bending-Moment diagrams. Consider the loading P= 29 kN/m. P с D А B 40 KN 40 KN 0.6 m 1.8 m 0.6 m
Problem 4. (65 points). For the beam shown, calculate the Reactions at A and B, and then draw the Shear and Bending-Moment diagrams. Consider the loading P= 29 kN/m. P. D | В 40 KN 40 KN ton 0.6 m 1.8 m 0.6 m
For the beam and loading shown (a) Determine the reactions at A. (b) Draw the shear and bending moment diagrams for the beam. 2 kN А c B 2 m 2 m 1 kN
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
Diagram on the right (5.10) using integration method to find equations of shear force and bending moment. 5.10 Draw the shear and bending-moment diagrams for the beam and loading shown, and determine the maximum absolute value (a) of the shear, (b) of the bending moment. 2.5 kips/it 15 kips 25 kN/m с D D B B 40 KN 40 KN 6 ft 3 ft 6 ft too 1.8 m 0.6 m Fig. P5.10 0.6 m Fig. P5.9
For the beam and loading shown, draw the shear and bending moment diagrams, and determine the magnitude and location of the maximum shear and bending moment. 2 kN/m AC D 6 NT 3kN/m lm-- 1.2 m 0.6 m
For the beam and loading shown, a) find the reactions at A and B b) draw the shear and bending moment diagrams. Show all the values on both graphs. c) determine the absolute maximum value for the bending moment and its location. NOTE: Show all your work. NOTE: If you need to upload two separate pages, upload the second page to the drop box I have 40 kN/m 20 KN 100 kN.m 8 m
Required information Consider the given beam and loading. Draw the shear and bending-moment diagrams for the beam and loading shown.Determine the maximum absolute values of the shear and bending moment. (Round the final answer to one decimal place.) The maximum absolute shear force is _______ KN. The maximum absolute bending moment is _______ kN.m.