Determine the reactions and draw the shear and bending moment diagram of fig 16.5 by using slope-deflection method A 15 kN/m ▬▬ m -3 m OB -3 m 160 KN C H OD 30 kN/m 6 m ⇓ E

Ex 5.9 Draw the shear, bending moment, and axial force diagrams and the qualitative deflected shape for the frame shown in Figure. -80 kN-> 6.5 m 30 kN/m -10 m- 5 m H

1 Solve for the following: 1. For the simply supported beam subjected to the loading shown. (a) Construct the shear and moment diagrams. (b) What is the maximum bending moment and what is its location from the left support? 180 KN 3.4 m B 85 kN/m 6.3 m

Analyze the statically indeterminate beams or rigid frames shown by the slope-deflection method. Draw shear and bending-moment diagrams. Sketch the deformed structure. 10k 30 k 8' 12' to 2k/ft 20' Constant I FIG. P14-2 60 k 12 28' 3k/ft 31. BA 21. to 40 20 FIG. P14-3