triangle load

Solution to Problem 677 | Midspan Deflection

Problem 677
Determine the midspan deflection of the beam loaded as shown in Fig. P-677.
 

Solution to Problem 670 | Deflections in Simply Supported Beams

Problem 670
Determine the value of EIδ at the left end of the overhanging beam shown in Fig. P-670.
 

Overhang Beam with Triangle and Moment Loads

 

Solution to Problem 657 | Deflections in Simply Supported Beams

Problem 657
Determine the midspan value of EIδ for the beam shown in Fig. P-657.
 

Simple beam under Uniformly Dereasing Load

 

Solution to Problem 647 | Deflection of Cantilever Beams

Problem 647
Find the maximum value of EIδ for the beam shown in Fig. P-647.
 

Triangle load over half end of cantilever beam

 

Solution to Problem 630 | Moment Diagrams by Parts

Problem 630
For the beam loaded as shown in Fig. P-630, compute the value of (AreaAB)barred(X)A . From the result determine whether the tangent drawn to the elastic curve at B slopes up or down to the right. (Hint: Refer to the deviation equations and rules of sign.)
 

Overhang beam with point load at free end

 

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