elpSave & Exit Su Consider the given beam and loading. 32 kN 40 kN 16 kN...
Question 32 For the beam and loading shown below, the correct bending moment diagram is 16 kN 40 KN 32 kN 1.5 m 0.6 m 0.9 m M Diagranm 39.75 7.50 0.00 3.2 M Diagram 34.50 28.20 0.00 3.00 0.00 2.88 42.00 31.20 12.00 0.00 M Diagram D 3.95 31.62 22.37 0.00 1.22 3.2
2. For the beam and loading shown in the following figure: (a) find all the reaction forces, (b) draw the shear and bending moment diagrams and (c) determine the maximum absolute value of the shear and the bending moment. 25 kN m 40 kN 401N 0.61 1.S 0.6 m
Consider the given beam and loading where P 31 kN/m. 40 kN 40 kN 0.6 m LS m 0.6 m References eBook & Resources Section Break Difficulty: Easy alue 10.00 points From the figures given below, identify the correct bending-moment diagram and determine the maximum absolute value of the bending moment. (Round the final answer to two decimal places.) A : Figure 1 Figure Figure 3 Figure 4 The correct bending-moment diagram is Figure (Click to select) The maximum absolute...
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
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
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 shown, calculate the reactions at A and B, and then draw the shear and Bending-Moment diagrams. Consider the loading P= 31 kN/m. Р с D 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
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
post only Group#7 Problem 5 (6 marks) For the beam and loading shown, a) Draw the shear and bending-moment diagrams. b) Determine the maximum absolute value of the shear and bending moment. c) Determine the minimum required depth h of the beam. Knowing that the material used has an ultimate normal and shear stresses, use the given factor of safety in each loading case in the following table. P A LLL Dimensions, material properties and load values are presented in...