overhanging beam

Problem 868 | Deflection by Three-Moment Equation

Problem 868
Determine the values of EIδ at midspan and at the ends of the beam loaded as shown in Figure P-868.
 

868-simple-overhanging-beam-triangular-load.gif

 

Problem 867 | Deflection by Three-Moment Equation

Problem 867
For the beam in Figure P-867, compute the value of P that will cause a zero deflection under P.
 

867-simple-beam-varying-load-overhang.gif

 

Problem 860 | Deflection by Three-Moment Equation

Problem 860
Determine the value of EIδ at the end of the overhang and midway between the supports for the beam shown in Fig. P-860.
 

860-overhang-beam-given.gif

 

Deflections Determined by Three-Moment Equation

Problem 859
Determine the value of EIδ under P in Fig. P-859. What is the result if P is replaced by a clockwise couple M?
 

859-overhang-with-concentrated-load.gif

 

Problem 847 | Continuous Beams with Fixed Ends

Problem 847
Compute the moments over the supports and sketch the shear diagram for the continuous beam shown in Fig. P-847.
 

847-shear-diagram.gif

 

Problem 846 | Continuous Beams with Fixed Ends

Problem 846
Sketch the shear diagram for the continuous beam shown in Fig. P-846.
 

846-shear-diagram.gif

 

Problem 845 | Continuous Beams with Fixed Ends

Problem 845
Compute the moments over the supports for the beam shown in Fig. P-845 and then draw the shear diagram.
 

845-shear-diagram-imaginary-span.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 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

 

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