Diagramas de fuerzas y momentos

BEAM DIAGRAMS AND FORMULAS by Waterman 55 1. SIMPLE BEAM-UNIFORMLY DISTRIBUTED LOAD

2. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO ONE END

3. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO CENTER

4.SIMPLE BEAM-UNIFORMLY LOAD PARTIALLY DISTRIBUTED

5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT ONE END

6. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT EACH END

7. SIMPLEBEAM-CONCENTRATED LOAD AT CENTER

8. SIMPLE BEAM-CONCENTRATED LOAD AT ANY POINT

9. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS SYMMETRICALLY PLACED

10. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADSUNSYMMETRICALLY PLACED

11. SIMPLE BEAM-TWO UNEQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED

12. BEAM FIXED AT ONE END, SUPPORTED AT OTHER UNIFORMLY DISTRIBUTED LOAD

13. BEAM FIXED AT ONE END,SUPPORTED AT OTHER CONCENTRATED LOAD AT CENTER

14. BEAM FIXED AT ONE END, SUPPORTED AT OTHER CONCENTRATED LOAD AT ANY POINT

15. BEAM FIXED AT BOTH ENDS-UNIFORMLY DISTRIBUTED LOADS

16. BEAMFIXED AT BOTH ENDS-CONCENTRATED LOAD AT CENTER

17. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT ANY POINT

18. CANTILEVER BEAM-LOAD INCREASING UNIFORMLY TO FIXED END

19. CANTILEVERBEAM-UNIFORMLY DISTRIBUTED LOAD

20. BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHERUNIFORMLY DISTRIBUTED LOAD

21. CANTILEVER BEAM-CONCENTRATED LOAD AT ANY POINT

22. CANTILEVERBEAM-CONCENTRATED LOAD AT FREE END

23. BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHERCONCENTRATED LOAD AT DEFLECTED END

24. BEAM OVERHANGING ONE SUPPORT-UNIFORMLYDISTRIBUTED LOAD

25. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD ON OVERHANG

26. BEAM OVERHANGING ONE UPPORT-CONCENTRATED LOAD AT END OF OVERHANG

27. BEAM OVERHANGING ONESUPPORT-UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS

28. BEAM OVERHANGING ONE SUPPORT-CONCENTRATED LOAD AT ANY POINT BETWEEN SUPPORTS

29. CONTINUOUS BEAM-TWO EQUAL SPANS-UNIFORM LOAD ON ONE SPAN

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