shear and moment diagrams

Solution to Problem 411 | Shear and Moment Diagrams

Problem 411
Cantilever beam carrying a distributed load with intensity varying from wo at the free end to zero at the wall, as shown in Fig. P-411.

 

Solution to Problem 410 | Shear and Moment Diagrams

Problem 410
Cantilever beam carrying the uniformly varying load shown in Fig. P-410.

 
410-cantilever-beam-triangular-load.gif

 

Solution to Problem 409 | Shear and Moment Diagrams

Problem 409
Cantilever beam loaded as shown in Fig. P-409.

 
409-cantilever-beam-uniform-load.gif

 

Solution to Problem 408 | Shear and Moment Diagrams

Problem 408
Beam loaded as shown in Fig. P-408.

 

Solution to Problem 407 | Shear and Moment Diagrams

Problem 407
Beam loaded as shown in Fig. P-407.

 
407-simple-beam-uniform-load.gif

 

Solution to Problem 406 | Shear and Moment Diagrams

Problem 406
Beam loaded as shown in Fig. P-406.

 
406-overhang-beam-uniform-and-concentrated-loads.gif

 

Solution to Problem 405 | Shear and Moment Diagrams

Problem 405
Beam loaded as shown in Fig. P-405.
 

405-simple-beam-uniform-and-point-loads.gif

 

Solution to Problem 404 | Shear and Moment Diagrams

Problem 404
Beam loaded as shown in Fig. P-404.
 

404-simple-beam-point-and-moment-loads.gif

Solution to Problem 403 | Shear and Moment Diagrams

Problem 403
Beam loaded as shown in Fig. P-403.

 

Shear and Moment Diagrams

Shear and Moment Diagrams
Consider a simple beam shown of length L that carries a uniform load of w (N/m) throughout its length and is held in equilibrium by reactions R1 and R2. Assume that the beam is cut at point C a distance of x from he left support and the portion of the beam to the right of C be removed. The portion removed must then be replaced by vertical shearing force V together with a couple M to hold the left portion of the bar in equilibrium under the action of R1 and wx.
 

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