Engineering Mathematics

Triangular Load

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 849 | Continuous Beams with Fixed Ends

Problem 849
Find the moments over the support for the beam shown in Fig. P-849.
 

849-load-identified.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 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 833 | Reactions of Continuous Beams

Problem 833
Refer to Problem 825 for which M2 = -980 lb·ft and M3 = -1082 lb·ft.
 

833-shear-diagram.gif

Pages