Q4. Draw the shear bending moment diagram of the beam shown. 100 kN 100 kN/m 60...
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 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...
Draw completely the shear (V) and Moment (M) diagram of the following beam loaded as shown fer Draw completely the shear (V) and Moment (M) diagram of the following beam loaded as shown Prob 02 100 KN 80 KN 0 KNm 20 KN/m 2 m 2m 2 m 6 m R 2 R 1
draw shear force diagram and bending moment diagram 10 kN 5 kN 5 kN 2 kN/m 4 m 3 m--- 2m- 2 m - 3 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
For the beam shown, draw the shear and bending moment diagrams and determine the magnitude and location of the maximum absolute values of bending moment knowing that a) M 0, b) M 12 kNm.(7, 30) 20 kN/m С В М A 2m- 2 m
Determine the equations for shear and bending moment for beam shown. Use resulting equations to draw the shear and bending moment diagrams. 60 kN/m 30 kN/m Hinge B 10 m 5m FIG. P5.26
draw the shear and moment diagram for the beam 30 kN/m [100 kN B A 4= -30mm 9 m 3 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m с 540 kN.m B 3 m A 1.5 m 3 m
For the frame shown, draw the bending moment diagram for each member. 40 kN/m 60 KN E D 80 KN 3 m С 540 kN.m B 3 m A 1.5 m 3 m