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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

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

Mechanics of Materials (MindTap Course List)
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter9: Deflections Of Beams
Section: Chapter Questions
Problem 9.5.43P: Find required distance d (in terms of L) so that rotation Ss= 0 is due to M and q loadings applied...
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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
Transcribed Image Text: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
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