6-10. Members ABC and BD of the counter chalir arerigidly connocted at B and the smooth collar at Dis allowedto move fredly along the vertical stot Draw the shear andmoment diagrams for member ABC6-7. Draw the shear and moment diagrams for thecompound heam which is pin connected at 8. (This structureIs not fully stable. But with the given loading, It is halancedand will remain as shown if not disturhed.)6 kipSkip-P-1501.5A6 ft4 tProb. 6-7Prob. 6-10*6A Express the Internal shear and moment in terms ofand then draw the shear and moment diagrams for the beam.6-1L. Draw the shear and moment diagrams for the pipeThe end screw is subjected to a hortzontal force of 5 EN.Hint: The reactions at the pin C must be replaced by anequivalent loading at polint B on the axs of the pipe.90 lb400S AN.400menProb. 6-8Prob. 6-11

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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

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter4: Coplanar Equilibrium Analysis

Section: Chapter Questions

Problem 4.97P: The figure shows a wire cutter. Determine the cutting force on the wire at A when the 75-N forces...

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Concept explainers

Bending Moment

In general, we can define the bending moment as the reaction induced when a certain amount of load or force is applied to an element which makes it bend.

Question

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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