diagrams
TRANSCRIPT
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BEAM DIAGRAMS AND FORMULASby Waterman 55
1. SIMPLE BEAM-UNIFORMLY DISTRIBUTED LOAD
2. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO ONE END
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3. SIMPLE BEAM-LOAD INCREASING UNIFORMLY TO CENTER
4. SIMPLE BEAM-UNIFORMLY LOAD PARTIALLY DISTRIBUTED
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5. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT ONE END
6. SIMPLE BEAM-UNIFORM LOAD PARTIALLY DISTRIBUTED AT EACH END
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7. SIMPLE BEAM-CONCENTRATED LOAD AT CENTER
8. SIMPLE BEAM-CONCENTRATED LOAD AT ANY POINT
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9. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS SYMMETRICALLY PLACED
10. SIMPLE BEAM-TWO EQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED
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11. SIMPLE BEAM-TWO UNEQUAL CONCENTRATED LOADS UNSYMMETRICALLY PLACED
12. BEAM FIXED AT ONE END, SUPPORTED AT OTHER UNIFORMLY DISTRIBUTED LOAD
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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
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15. BEAM FIXED AT BOTH ENDS-UNIFORMLY DISTRIBUTED LOADS
16. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT CENTER
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17. BEAM FIXED AT BOTH ENDS-CONCENTRATED LOAD AT ANY POINT
18. CANTILEVER BEAM-LOAD INCREASING UNIFORMLY TO FIXED END
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19. CANTILEVER BEAM-UNIFORMLY DISTRIBUTED LOAD
20. BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHER-UNIFORMLY DISTRIBUTED LOAD
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21. CANTILEVER BEAM-CONCENTRATED LOAD AT ANY POINT
22. CANTILEVER BEAM-CONCENTRATED LOAD AT FREE END
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23. BEAM FIXED AT ONE END, FREE TO DEFLECT VERTICALLY BUT NOT ROTATE AT OTHER-CONCENTRATED LOAD AT DEFLECTED END
24. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD
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25. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD ON OVERHANG
26. BEAM OVERHANGING ONE UPPORT-CONCENTRATED LOAD AT END OF OVERHANG
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27. BEAM OVERHANGING ONE SUPPORT-UNIFORMLY DISTRIBUTED LOAD BETWEEN SUPPORTS
28. BEAM OVERHANGING ONE SUPPORT-CONCENTRATED LOAD AT ANY POINT BETWEENSUPPORTS
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29. CONTINUOUS BEAM-TWO EQUAL SPANS-UNIFORM LOAD ON ONE SPAN
30. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT CENTER OF ONE SPAN
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31. CONTINUOUS BEAM-TWO EQUAL SPANS-CONCENTRATED LOAD AT ANY POINT
32. BEAM-UNIFORMLY DISTRIBUTED LOAD AND VARIABLE END MOMENTS
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33. BEAM-CONCENTRATED LOAD AT CENTER AND VARIABLE END MOMENTS
34. CONTINUOUS BEAM-THREE EQUAL SPANS-ONE END SPAN UNLOADED
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35. CONTINUOUS BEAM-THREE EQUAL SPANS-END SPANS LOADED
36. CONTINUOUS BEAM-THREE EQUAL SPANS-ALL SPANS LOADED
37. CONTINUOUS BEAM-FOUR EQUAL SPANS-THIRD SPAN UNLOADED
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38. CONTINUOUS BEAM-FOUR EQUAL SPANS-LOAD FIRST AND THIRD SPANS
39. CONTINUOUS BEAM-FOUR EQUAL SPANS-ALL SPANS LOADED
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แรงยึดแนนปลายของชิ้นสวนคุณสมบัติคงที่
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แรงปฎิกริยาที่เกิดจากการเปลี่ยนตําแหนงที่ปลายของชิ้นสวนคุณสมบัติคงที่