Continuous Beams

Problem 851 | Continuous Beams with Fixed Ends

Problem 851
Replace the distributed load in Problem 850 by a concentrated load P at the midspan and solve for the moment over the supports.
 

851-imaginary.gif

 

Problem 850 | Continuous Beams with Fixed Ends

Problem 850
Determine the moment over the supports for the beam loaded as shown in Fig. P-850.
 

850-fixed-ended-continuous-beam.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 848 | Continuous Beams with Fixed Ends

Problem 848
Determine the support moments and reactions for the beam shown in Fig. P-848.
 

848-imaginary-spans.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 836 | Reactions of Continuous Beams

Problem 836
For the continuous beam loaded as shown in Fig. P-816, determine the length x of the overhang that will cause equal reactions.
 

816-equal-moments-over-supports.gif

 

Problem 835 | Reactions of Continuous Beams

Problem 835
Refer to Problem 827 for which M2 = -1215 lb·ft and M3 = -661 lb·ft.
 

835-shear-diagram.gif

 

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