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2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m 5m 31 5 8m 4m 4m CH y 12 31
2. (70pt) For the system shown below: w bending moment (M) and shear force diagrams (V) using Moment Distribution (Cross) or Slope Deflection Method. 90 kN/m 40 kN 41 80 kN/m 5m 21 2 2m...
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 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--
Complete the shear moment diagram
9 kN/m E B D -2 m-2 m--2m- -4.5 m -4 m
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
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
Use the Slope-Deflection Method to analyse the structure of Figure 1 and draw the shear force, axial force, and bending moment diagrams 4 m (1.5 EI) 20 KN/m 10 KN/m 50 kN.m Figure 1
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...
Complete the shear moment diagram
15 kN 3 kN/m A B С -4.5 m +-1.5 m-+-1.5 m-4
12 D 4m In the frame system given in the figure, a. Mesnet reactions, b. Bending Moment Diagram, c. Horizontal displacement at point C, Calculate, draw, show on the figure EI = 1000tm2, (Q, N neglected) in all elements AY L.>x 2m A 6 6 m +
Calculate....
1. Calculate the support reactions and draw the axial force, shear force and bending moment diagrams for the beams and frame shown in Fig. 1, labelling all important values (such as, but not necessarily limited to, locations of points of inflection and values of shears and moments at supports, intersections and discontinuities). For the portal frame in li) assume there are points of inflection in the columns located 2.4m up from the ground and one in the beam midway...