Propped Beam

Problem 870 | Beam Deflection by Three-Moment Equation

Problem 870
Compute the value of EIδ at the overhanging end of the beam in Figure P-870 if it is known that the wall moment is +1.1 kN·m.
 

870-propped-beam-with-overhang.gif

 

Problem 844 | Continuous Beams with Fixed Ends

Problem 844
In the propped beam shown in Fig. P-844, determine the prop reaction.
 

844-overhanging-propped-beam.gif

 

Problem 843 | Continuous Beams with Fixed Ends

Problem 843
Use the three-moment equation to determine the wall moment and solve for the prop reaction for the beam in Fig. P-843.
 

843-propped-beam-triangle-load.gif

 

Problem 842 | Continuous Beams with Fixed Ends

Problem 842
For the propped beam shown in Fig. P-842, determine the wall moment and the reaction at the prop support.
 

842-overhanging-propped-beam.gif

 

Problem 841 | Continuous Beams with Fixed Ends

Problem 841
Determine the wall moment and prop reaction for the beam shown in Fig. P-841.
 

841-overhanging-propped-beam.gif

 

Problem 840 | Continuous Beams with Fixed Ends

Problem 840
For the propped beam shown in Fig. P-840, determine the prop reaction and the maximum positive bending moment.
 

840-propped-beam-with-overhang.gif

 

Continuous Beams with Fixed Ends

Problem 839
Determine the prop reaction for the beam in Fig. P-839.
 

839-propped-beam-with-overhang.gif

 

Problem 725 | Propped beam with partially restrained wall and settling simple support

Problem 725
If the support under the propped beam in Problem 724 settles an amount $\delta$, show that the propped reaction decreases by $3EI\delta / L^3$.