For the beam shown in Figure P4–77, use a longhand solution to solve the problem. Compare answers…

For the beam shown in Figure P4–77, use a longhand solution to solve the problem. Compare answers using the beam stiffness matrix, Eq. (4.1.14), without transverse shear deformation effects and then Eq. (4.1.15o), which includes the transverse shear effects.

                                                                                                                                  

 

 

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