2 kN Draw the shear-force and bending-moment diagrams for the beam loaded by the 2-kN force and the 1.6 kN-m couple. State the value of the bending moment at point B. HW22-2 1.6 kN.m 0.5m 0.5 m 0.5 m
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
Draw the shear force and bending moment diagrams for the beams shown 5 kN 3 kN/m 3 m 1.5 m1.5mFig. 4 3 m
4. Draw shear force & bending moment diagrams for the shown beams 30 kN 20 kN IO kN m DY E 15 kN 1 kip/ft 27 kip.ft 4.5 ft
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 and moment diagrams. 2.1 kN/m A C B - 5 m - 2 m
draw axial force, shear force and bending moment diagrams 2m 4'm 30 kN 2m 50 kN 4m A 3 m 1m -3m 1.5m
Draw the shear and bending moment diagrams 10 kN 8 kN 15 kN m 3 m
Part II: Problem 5 (15 points) Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. Part II: Problem 5 (15 points) Draw the shear and moment diagrams for the beam and determine the maximum shear and the maximum moment. 15 kN 5 kN/m 80 kNm B (a)
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...