7-63. Draw the shcar and moment diagrams for the beam. 4 kip /n 12 f- 12 ft- Prob. 7-63

6-10. Members ABC and BD of the counter chalir are rigidly connocted at B and the smooth collar at Dis allowed to move fredly along the vertical stot Draw the shear and moment diagrams for member ABC 6-7. Draw the shear and moment diagrams for the compound heam which is pin connected at 8. (This structure Is not fully stable. But with the given loading, It is halanced and will remain as shown if not disturhed.) 6 kip Skip -P-150 1.5A 6 ft 4 t Prob. 6-7 Prob. 6-10 *6A Express the Internal shear and moment in terms of and then draw the shear and moment diagrams for the beam. 6-1L. Draw the shear and moment diagrams for the pipe The end screw is subjected to a hortzontal force of 5 EN. Hint: The reactions at the pin C must be replaced by an equivalent loading at polint B on the axs of the pipe. 90 lb 400 S AN. 400men Prob. 6-8 Prob. 6-11

rses/74419/assignments/825224 250 mm Probs. 4-58/59 4-101. Replace the loading system acting on the beam by an equivalent resultant force and couple moment at point O. 450 N 30 200 N m 0.2 m t: 1.5 m 2 m 1.5m 200 N Prob. 4-101

7-11. Determine the internal normal force, shear force, and moment at points C and D of the beam. 60 lb/ft 12 ft Prob. 7-10 15 ft 40 lb/ft _B Prob. 7-11 ID -5 ft- -10 ft 690 lb 13/12