Q6. Draw the SFD and BMD for the following frame. 10 kN/m 9 m 8 kN/m C -10 m- D -5 m- E 6 m

2. Find the force in bar CG using METHOD OF JOINTS. B C D 16' A 12'. H 8k -12' G ▷ V 2k -12'- F E 4k 3k

Use method of section and draw FBD in each section. Take clockwise as positive and counterclockwise as negative.

4. Member CE Member DE A Member EF 12'-0" 4K 10 D 12'-0" 6K E F 12'-0" H Shown above is a simple span Howe Truss. For each case, solve for the RESULTANT force in the member specified. Where applicable, the moment center must be clearly identified. Begin by calculating the reaction forces at hinge support A and roller support B 12'-0" Force Tension B Force Tension Compression Force Tension Compression Compression